- Library Home /
- Search Collections /
- Open Collections /
- Browse Collections /
- UBC Theses and Dissertations /
- A reinforcement learning algorithm for operations planning...
Open Collections
UBC Theses and Dissertations
Featured Collection
UBC Theses and Dissertations
A reinforcement learning algorithm for operations planning of a hydroelectric power multireservoir system 2007
pdf
Page Metadata
Item Metadata
Title | A reinforcement learning algorithm for operations planning of a hydroelectric power multireservoir system |
Creator |
Abdalla, Alaa Eatzaz |
Publisher | University of British Columbia |
Date Created | 2011-01-19 |
Date Issued | 2011-01-19 |
Date | 2007 |
Description | The main objective of reservoir operations planning is to determine the optimum operation policies that maximize the expected value of the system resources over the planning horizon. This control problem is challenged with different sources of uncertainty that a reservoir system planner has to deal with. In the reservoir operations planning problem, there is a trade-off between the marginal value of water in storage and the electricity market price. The marginal value of water is uncertain too and is largely dependent on storage in the reservoir and storage in other reservoirs as well. The challenge here is how to deal with this large scale multireservoir problem under the encountered uncertainties. In this thesis, the use of a novel methodology to establish a good approximation of the optimal control of a large-scale hydroelectric power system applying Reinforcement Learning (RL) is presented. RL is an artificial intelligence method to machine learning that offers key advantages in handling problems that are too large to be solved by conventional dynamic programming methods. In this approach, a control agent progressively learns the optimal strategies that maximize rewards through interaction with a dynamic environment. This thesis introduces the main concepts and computational aspects of using RL for the multireservoir operations planning problem. A scenario generation-moment matching technique was adopted to generate a set of scenarios for the natural river inflows, electricity load, and market prices random variables. In this way, the statistical properties of the original distributions are preserved. The developed reinforcement learning reservoir optimization model (RLROM) was successfully applied to the BC Hydro main reservoirs on the Peace and Columbia Rivers. The model was used to: derive optimal control policies for this multireservoir system, to estimate the value of water in storage, and to establish the marginal value of water / energy. The RLROM outputs were compared to the classical method of optimizing reservoir operations, namely, stochastic dynamic programming (SDP), and the results for one and two reservoir systems were identical. The results suggests that the RL model is much more efficient at handling large scale reservoir operations problems and can give a very good approximate solution to this complex problem. |
Genre |
Thesis/Dissertation |
Type |
Text |
Language | Eng |
Collection |
Retrospective Theses and Dissertations, 1919-2007 |
Series | UBC Retrospective Theses Digitization Project |
Date Available | 2011-01-19 |
Rights | For non-commercial purposes only, such as research, private study and education. Additional conditions apply, see Terms of Use https://open.library.ubc.ca/terms_of_use. |
DOI | 10.14288/1.0063269 |
Degree |
Doctor of Philosophy - PhD |
Program |
Civil Engineering |
Affiliation |
Applied Science, Faculty of |
Degree Grantor | University of British Columbia |
Campus |
UBCV |
Scholarly Level | Graduate |
URI | http://hdl.handle.net/2429/30702 |
Aggregated Source Repository | DSpace |
Digital Resource Original Record | https://open.library.ubc.ca/collections/831/items/1.0063269/source |
Download
- Media
- ubc_2007-266663.pdf
- ubc_2007-266663.pdf [ 17.19MB ]
- ubc_2007-266663.pdf
- ubc_2007-266663.pdf
- Metadata
- JSON: 1.0063269.json
- JSON-LD: 1.0063269+ld.json
- RDF/XML (Pretty): 1.0063269.xml
- RDF/JSON: 1.0063269+rdf.json
- Turtle: 1.0063269+rdf-turtle.txt
- N-Triples: 1.0063269+rdf-ntriples.txt
- Citation
- 1.0063269.ris
Full Text
A R E I N F O R C E M E N T L E A R N I N G A L G O R I T H M F O R OPERATIONS PLANNING O F A H Y D R O E L E C T R I C P O W E R M U L T I R E S E R V O I R S Y S T E M by A L A A E A T Z A Z A B D A L L A B.Sc. A i n Shams University, 1984 M . A . S c . Katholieke Universiteit Leuven, 1990 A T H E S I S S U B M I T T E D I N P A R T I A L F U L F I L M E N T O F T H E R E Q U I R E M E N T S F O R T H E D E G R E E O F D O C T O R O F P H I L O S O P H Y in T H E F A C U L T Y O F G R A D U A T E S T U D I E S ( C I V I L E N G I N E E R I N G ) T H E UNIVERSITY O F BRITISH C O L U M B I A Apr i l 2007 © Alaa Eatzaz Abdalla, 2007 ABSTRACT The main objective of reservoir operations planning is to determine the optimum operation policies that maximize the expected value of the system resources over the planning horizon. This control problem is challenged with different sources of uncertainty that a reservoir system planner has to deal with. In the reservoir operations planning problem, there is a trade-off between the marginal value of water in storage and the electricity market price. The marginal value of water is uncertain too and is largely dependent on storage in the reservoir and storage in other reservoirs as well . The challenge here is how to deal with this large scale multireservoir problem under the encountered uncertainties. In this thesis, the use of a novel methodology to establish a good approximation of the optimal control of a large-scale hydroelectric power system applying Reinforcement Learning (RL) is presented. R L is an artificial intelligence method to machine learning that offers key advantages in handling problems that are too large to be solved by conventional dynamic programming methods. In this approach, a control agent progressively learns the optimal strategies that maximize rewards through interaction with a dynamic environment. This thesis introduces the main concepts and computational aspects of using R L for the multireservoir operations planning problem. A scenario generation-moment matching technique was adopted to generate a set of scenarios for the natural river inflows, electricity load, and market prices random variables. In this way, the statistical properties of the original distributions are preserved. The developed reinforcement learning reservoir optimization model ( R L R O M ) was successfully applied to the B C Hydro main reservoirs on the Peace and Columbia Rivers. The model was used to: derive optimal control policies for this multireservoir system, to estimate the value of water in storage, and to establish the marginal value of water / energy. The R L R O M outputs were compared to the classical method of optimizing reservoir operations, namely, stochastic dynamic programming (SDP), and the results for one and two reservoir systems were identical. The results suggests that the R L model is much more efficient at handling large scale reservoir operations problems and can give a very good approximate solution to this complex problem. i i TABLE OF CONTENTS A B S T R A C T II T A B L E O F C O N T E N T S Ill L I S T O F F I G U R E S V I L I S T O F T A B L E S X L I S T O F A B B R E V I A T I O N S X I G L O S S A R Y XIII A C K N O W L E D G E M E N T S X I V 1. I N T R O D U C T I O N 1 1.1. B A C K G R O U N D 1 1.2. P R O B L E M S T A T E M E N T 4 1.3. G O A L S A N D O B J E C T I V E S 5 1.4. O R G A N I Z A T I O N O F T H E T H E S I S 7 2 . L I T E R A T U R E R E V I E W 8 2.1. M O D E L I N G A P P R O A C H E S 8 2.2. O P T I M I Z A T I O N T E C H N I Q U E S 10 2.2.1. Deterministic Optimization Models 10 2.2.2. Stochastic Optimization Models 14 2.2.3. Heuristic Models 23 2.3. S A M P L I N G T E C H N I Q U E S 26 2.3.1. Time Series Models 27 2.3.2. Conditional Sampling 27 2.3.3. Sampling from Specified Marginals and Correlations 28 2.3.4. Moment Matching 28 2.3.5. Path Based Methods 29 2.3.6. Optimal Discretization 29 2.3.7. Scenario Reduction 30 2.3.8. Interior Sampling Methods 30 2.4. R L A P P R O A C H 30 2.5. C O N C L U S I O N S 32 i i i 3. T H E R E I N F O R C E M E N T L E A R N I N G A P P R O A C H 34 3 . 1 . I N T R O D U C T I O N 3 4 3 .2 . R E I N F O R C E M E N T L E A R N I N G A P P R O A C H V E R S U S D Y N A M I C P R O G R A M M I N G 3 5 3 . 3 . R E I N F O R C E M E N T L E A R N I N G P R O B L E M F O R M U L A T I O N 3 7 3 . 3 . 1 . R L Basic Elements 3 8 3 . 3 . 2 . Exploration/ Exploitation 3 9 3 . 3 . 3 . Return Functions 4 0 3 .3 .4 . Markovian Decision Process (MDP) 4 1 3 .4 . R E I N F O R C E M E N T L E A R N I N G A L G O R I T H M S 4 2 3 . 4 . 1 . Dynamic Programming Methods (DP) 4 4 3 . 4 . 2 . Monte Carlo Methods ( M C ) 4 5 3 . 4 . 3 . Temporal Difference (TD) 4 7 3 . 5 . F U N C T I O N A P P R O X I M A T I O N 5 4 3 .6 . O N - L I N E A N D O F F - L I N E 5 5 3 .7 . S U M M A R Y 5 6 4. R E I N F O R C E M E N T L E A R N I N G M U L T I R E S E R V O I R OPTIMIZATION M O D E L (RLROM) D E V E L O P M E N T 57 4 . 1 . I N T R O D U C T I O N 5 7 4 . 2 . M A T H E M A T I C A L F O R M U L A T I O N 5 9 4 . 2 . 1 . SDP Formulation 6 1 4 . 2 . 2 . R L Formulation 6 2 4 . 2 . 3 . State Space 6 5 4 . 2 . 4 . Act ion (Decision Variable) 6 5 4 . 2 . 5 . Exploration/Exploitation Rate 6 6 4 . 2 . 6 . Learning Rate 6 6 4 . 2 . 7 . Rewards 6 7 4 . 2 . 8 . Stochastic Modeling of Random Variables 6 8 4 . 2 . 9 . Lookup Tables and Function Approximation 7 0 4 . 2 . 1 0 . Model of the Environment 7 4 4 . 3 . S O L U T I O N A L G O R I T H M 8 0 4 . 3 . 1 . R L R O M Model Algorithm Using Lookup Tables 81 4 . 3 . 2 . The R L Model Algorithm Using Function Approximation 8 6 4 . 3 . 3 . Convergence 9 0 4 . 4 . S U M M A R Y 9 1 5. M O D E L T E S T I N G A N D I M P L E M E N T A T I O N 92 5 . 1 . I N T R O D U C T I O N 9 2 5 .2 . S I N G L E R E S E R V O I R M O D E L - T E S T C A S E 9 3 5 . 2 . 1 . Problem Description 9 3 5 .2 .2 . S D P mathematical formulation 9 5 5 . 2 . 3 . R L mathematical formulation 9 7 5 .2 .4 . Solution Steps of Q-Learning Algorithm 9 9 5 . 2 . 5 . Establishing the parameters of the R L Algorithm 101 5 .2 .6 . Results 1 0 5 5 . 3 . Two R E S E R V O I R M O D E L - T E S T C A S E 1 0 9 5 . 3 . 1 . System Modeling 1 0 9 5 .3 .2 . Results and Analysis I l l 5 . 3 . 3 . Efficiency of the R L Algorithm 1 1 4 5 .4 . R L R O M M U L T I R E S E R V O I R M O D E L I M P L E M E N T A T I O N - C A S E S T U D Y 1 1 6 5 . 4 . 1 . Description of the Case Study 1 1 7 5 .4 .2 . Input Data 1 1 8 5 . 4 . 3 . Scenario Generation 1 2 6 5 .4 .4 . Results of the R L R O M Model Runs 1 3 2 5 .5 . S U M M A R Y 1 6 3 6. C O N C L U S I O N S A N D R E C O M M E N D A T I O N S 165 6 . 1 . S U M M A R Y 1 6 5 6 .2 . C O N C L U S I O N S 1 6 7 6 . 3 . F U T U R E W O R K 1 7 0 R E F E R E N C E S 171 A P P E N D I X A ^ L E A R N I N G N U M E R I C A L E X A M P L E 183 v LIST OF FIGURES F I G U R E 3 . 1 . R E I N F O R C E M E N T L E A R N I N G A N D D Y N A M I C P R O G R A M M I N G C O M P A R I S O N ( A D O P T E D F R O M G O S A V I , 2 0 0 3 ) 3 7 F I G U R E 3 .2 . A G E N T - E N V I R O N M E N T I N T E R A C T I O N I N R L 3 8 F I G U R E 3 . 3 . C O M P A R I S O N O F D I F F E R E N T R L A P P R O A C H E S ( A D O P T E D F R O M S U T T O N A N D B A R T O 1 9 9 8 ) 5 3 F I G U R E 4 . 1 . R L A G E N T - E N V I R O N M E N T I N T E R F A C E I N L E A R N I N G M O D E 6 3 F I G U R E 4 . 2 . L E A R N I N G R A T E A N D E X P L O I T A T I O N R A T E 6 7 F I G U R E 4 . 3 . P W L A P P R O X I M A T I O N O F S T O R A G E V A L U E F U N C T I O N 7 2 F I G U R E 4 . 4 . 3 - D V I E W O F T H E P W L V A L U E O F S T O R A G E F U N C T I O N A S A F U N C T I O N O F G M S A N D M I C A S T O R A G E 7 3 F I G U R E 4 . 5 . 2 - D V I E W O F T H E P W L V A L U E O F S T O R A G E F U N C T I O N A S A F U N C T I O N O F G M S A N D M I C A S T O R A G E 7 3 F I G U R E 4 . 6 . P W L V A L U E O F S T O R A G E F U N C T I O N A S A F U N C T I O N O F G M S S T O R A G E A T M I C A T A R G E T S T O R A G E 7 4 F I G U R E 4 . 7 . P I E C E W I S E L I N E A R H Y D R O P O W E R P R O D U C T I O N F U N C T I O N 7 6 F I G U R E 4 . 8 . R L R O M M O D E L A L G O R I T H M U S I N G L O O K U P T A B L E S 8 5 F I G U R E 4 . 9 . R L R O M M O D E L A L G O R I T H M U S I N G F U N C T I O N A P P R O X I M A T I O N 8 8 F I G U R E 4 . 1 0 . S C H E M A T I C R E P R E S E N T A T I O N O F R L R O M M O D E L A L G O R I T H M U S I N G F U N C T I O N A P P R O X I M A T I O N 8 9 F I G U R E 5 . 1 . E F F E C T O F V A R Y I N G T H E E X P L O I T A T I O N R A T E 1 0 2 F I G U R E 5 .2 . C O N V E R G E N C E O F Q - L E A R N I N G S O L U T I O N A P P L Y I N G D I F F E R E N T E X P L O R A T I O N - E X P L O I T A T I O N P O L I C I E S 1 0 3 F I G U R E 5 .3 . P E R F O R M A N C E O F D I F F E R E N T ^ - G R E E D Y P O L I C I E S 1 0 4 F I G U R E 5.4 . P E R F O R M A N C E O F D I F F E R E N T L E A R N I N G R A T E S 1 0 5 F I G U R E 5 .5 . C O N V E R G E N C E O F T H E V A L U E F U N C T I O N 1 0 6 F I G U R E 5 .6 . V A L U E F U N C T I O N O B T A I N E D B Y R L A N D S D P A T T I M E P E R I O D S 6 A N D 12 . . 1 0 7 F I G U R E 5 .7 . O P T I M A L P O L I C I E S D E R I V E D B Y T H E R L A N D S D P M O D E L S A T T I M E P E R I O D S 6 A N D 1 2 1 0 8 F I G U R E 5 .8 . C O N V E R G E N C E O F T H E R L M O D E L 1 1 2 F I G U R E 5 .9 . G M S S T O R A G E V A L U E F U N C T I O N A S A F U N C T I O N O F M C A S T O R A G E 1 1 3 vi F I G U R E 5 . 1 0 . S I M U L A T E D O P T I M A L O P E R A T I O N P L A N N I N G P O L I C Y 1 1 3 F I G U R E 5 . 1 1 . C O M P A R I S O N O F T H E R L A N D S D P C P U T I M E 1 1 5 F I G U R E 5 . 1 2 . A V E R A G E M O N T H L Y R E S E R V O I R S L O C A L N A T U R A L I N F L O W S 1 2 0 F I G U R E 5 . 1 3 . N O R M A L I Z E D C U M U L A T I V E M O N T H L Y D I S T R I B U T I O N O F T H E A V E R A G E A N N U A L R E S E R V O I R S L O C A L N A T U R A L I N F L O W S 1 2 0 F I G U R E 5 .14 . A V E R A G E M O N T H L Y M A R K E T P R I C E I N E A C H S U B - T I M E S T E P 1 2 1 F I G U R E 5 . 1 5 . H I S T O R I C A L M O N T H L Y D I S T R I B U T I O N O F % O F S Y S T E M L O A D 1 2 2 F I G U R E 5 . 1 6 . C O R R E L A T I O N B E T W E E N T H E D A L L E S I N F L O W V O L U M E A N D T H E M O N T H L Y P E A C E A N D C O L U M B I A I N F L O W S 1 2 8 F I G U R E 5 . 1 7 . P R O B A B I L I T Y D I S T R I B U T I O N F U N C T I O N O F F O R E C A S T E D S Y S T E M L O A D 1 2 9 F I G U R E 5 . 1 8 . T E S T I N G T H E Q U A L I T Y O F T H E D I F F E R E N T N U M B E R S O F G E N E R A T E D S C E N A R I O S 1 3 0 F I G U R E 5 . 1 9 . C O M P A R I S O N B E T W E E N T H E P E A C E I N F L O W H I S T O R I C A L D A T A A N D T H E G E N E R A T E D S C E N A R I O S S T A T I S T I C S 1 3 1 F I G U R E 5 . 2 0 . S T O R A G E V A L U E F U N C T I O N I N D E C E M B E R 1 3 4 F I G U R E 5 . 2 1 . S T O R A G E V A L U E F U N C T I O N I N M A Y 1 3 4 F I G U R E 5 . 2 2 . S T O R A G E V A L U E F U N C T I O N I N A U G U S T 1 3 4 F I G U R E 5 . 2 3 . M I C A S T O R A G E V A L U E F U N C T I O N I N D E C E M B E R 1 3 5 F I G U R E 5 . 2 4 . M O N T H L Y G M S S T O R A G E V A L U E F U N C T I O N W I T H M I C A R E S E R V O I R A T 5 0 % S T O R A G E L E V E L 1 3 6 F I G U R E 5 . 2 5 . M C A M A R G I N A L V A L U E O F E N E R G Y I N D E C E M B E R 1 3 9 F I G U R E 5 .26 . G M S M A R G I N A L V A L U E O F E N E R G Y I N D E C E M B E R 1 4 0 F I G U R E 5 . 2 7 . G M S M A R G I N A L V A L U E O F E N E R G Y I N D E C E M B E R 141 F I G U R E 5 . 2 8 . M C A M A R G I N A L V A L U E O F E N E R G Y I N M A Y 1 4 2 F I G U R E 5 . 2 9 . G M S M A R G I N A L V A L U E O F E N E R G Y I N M A Y 1 4 2 F I G U R E 5 . 3 0 . G M S M A R G I N A L V A L U E O F E N E R G Y I N A U G U S T 1 4 3 F I G U R E 5 . 3 1 . M C A M O N T H L Y M A R G I N A L V A L U E O F E N E R G Y F O R A L O W S T O R A G E L E V E L A T M C A ( M C A S T O R A G E S 2 5 , 0 0 0 C M S - D ) 1 4 4 F I G U R E 5 . 3 2 . M C A M O N T H L Y M A R G I N A L V A L U E O F E N E R G Y F O R A H I G H S T O R A G E L E V E L A T M C A ( M C A S T O R A G E = 2 8 5 , 0 0 0 C M S - D ) 1 4 4 F I G U R E 5 . 3 3 . M A R G I N A L V A L U E O F K N A S T O R A G E C O N S T R A I N T 1 4 5 vii F I G U R E 5 . 3 4 . G M S M O N T H L Y M A R G I N A L V A L U E O F E N E R G Y F O R A N E M P T Y G M S R E S E R V O I R S T O R A G E ( G M S S T O R A G E = 5 5 , 0 0 0 C M S - D ) 1 4 6 F I G U R E 5 . 3 5 . G M S M O N T H L Y M A R G I N A L V A L U E O F E N E R G Y F O R A F U L L G M S R E S E R V O I R S T O R A G E ( G M S S T O R A G E = 4 7 5 , 0 0 0 C M S - D ) 1 4 6 F I G U R E 5 . 3 6 . G M S M O N T H L Y M A R G I N A L V A L U E O F E N E R G Y F O R A L O W S T O R A G E L E V E L A T M C A ( M C A S T O R A G E = 1 2 5 , 0 0 0 C M S - D ) 1 4 7 F I G U R E 5 . 3 7 . G M S M O N T H L Y M A R G I N A L V A L U E O F E N E R G Y F O R A H I G H S T O R A G E L E V E L A T M C A ( M C A S T O R A G E = 2 8 5 , 0 0 0 C M S - D ) 1 4 8 F I G U R E 5 . 3 8 . G M S M O N T H L Y M A R G I N A L V A L U E O F E N E R G Y F O R A L O W S T O R A G E L E V E L A T M C A ( M C A S T O R A G E = 1 2 5 , 0 0 0 C M S - D ) 1 4 8 F I G U R E 5 . 3 9 . G M S M O N T H L Y M A R G I N A L V A L U E O F E N E R G Y F O R A H I G H S T O R A G E L E V E L A T M C A ( M C A S T O R A G E = 2 8 5 , 0 0 0 C M S - D ) 1 4 9 F I G U R E 5 . 4 0 . J A N U A R Y N E T M A R K E T T R A N S A C T I O N S 1 5 2 F I G U R E 5 .41 . A U G U S T N E T M A R K E T T R A N S A C T I O N S 1 5 2 F I G U R E 5 . 4 2 . M O N T H L Y N E T M A R K E T T R A N S A C T I O N S F O R G M S S T O R A G E O F 5 5 , 0 0 0 C M S - D 1 5 3 F I G U R E 5 . 4 3 . M O N T H L Y N E T M A R K E T T R A N S A C T I O N S F O R G M S S T O R A G E O F 4 7 5 , 0 0 0 C M S - D 1 5 4 F I G U R E 5 . 4 4 . M O N T H L Y N E T M A R K E T T R A N S A C T I O N S F O R M C A S T O R A G E O F 1 2 5 , 0 0 0 C M S - D 1 5 5 F I G U R E 5 . 4 5 . M O N T H L Y N E T M A R K E T T R A N S A C T I O N S F O R M C A S T O R A G E O F 2 8 5 , 0 0 0 C M S - D 1 5 5 F I G U R E 5 . 4 6 . P L A N T S G E N E R A T I O N I N J A N U A R Y A T D I F F E R E N T M C A S T O R A G E I N C R E M E N T S W I T H G M S S T O R A G E A T 5 5 , 0 0 0 C M S - D 1 5 6 F I G U R E 5 . 4 7 . P L A N T S G E N E R A T I O N I N J A N U A R Y A T D I F F E R E N T M C A S T O R A G E I N C R E M E N T S W I T H G M S S T O R A G E A T 4 7 5 , 0 0 0 C M S - D 1 5 7 F I G U R E 5 . 4 8 . P L A N T S A V E R A G E T U R B I N E R E L E A S E S I N J A N U A R Y A T D I F F E R E N T M C A S T O R A G E I N C R E M E N T S W I T H G M S S T O R A G E A T 5 5 , 0 0 0 C M S - D 1 5 7 F I G U R E 5 . 4 9 . P L A N T S A V E R A G E T U R B I N E R E L E A S E S I N J A N U A R Y A T D I F F E R E N T M C A S T O R A G E I N C R E M E N T S W I T H G M S S T O R A G E A T 4 7 5 , 0 0 0 C M S - D 1 5 8 F I G U R E 5 . 5 0 M O N T H L Y P L A N T S G E N E R A T I O N 1 5 9 V l l l F I G U R E 5 . 5 1 . M A R K E T P R I C E A N D M A R G I N A L V A L U E O F E N E R G Y 1 6 0 F I G U R E 5 . 5 2 . L O A D R E S O U R C E B A L A N C E 161 F I G U R E 5 . 5 3 . A N N U A L D I S T R I B U T I O N O F T H E F I V E M A I N P L A N T S G E N E R A T I O N 1 6 2 F I G U R E 5 . 5 4 . N E T M A R K E T T R A N S A C T I O N S F O R T H R E E P R I C E S C E N A R I O S 1 6 3 IX M D P Markovian decision process M M Moment matching M R E Mean relative error M W Megawatt M V W Marginal value of water N D P Neuro dynamic programming N F M Network flow model N L P Non-linear programming pdf probability density function P W L Piecewise linear function R L Reinforcement learning R L R O M Reinforcement learning reservoir optimization model R P Reliability programming R T C Real time control SDP Stochastic dynamic programming S D D P Stochastic dual dynamic programming S L P Stochastic linear programming S L P R Stochastic linear programming with recourse S T O M Short term optimization model T D Temporal difference T P M Transition probability matrix T R M Transition reward matrix W K Weekday W K P K Weekday peak load hours W K L O Weekday light load hours W K H I Weekday high load hours W E Weekend GLOSSARY Agent A learner or controller or decision maker Age of the agent The number of iterations performed by the agent Capacity The rated power output of a power plant, normally measured in M W Demand The rate at which electric energy is delivered to or by a system, generally expressed in M W , or averaged over a period of time (e.g., M W h ) Energy The amount of electricity produced or used over a period of time usually M W h Environment The thing that the agent interacts with to provide a control signal. It could be a real system or a model of the real system. Episode Trial or iteration or cycle. Represents the planning period. Each episode ends at a terminal time period T Greedy policy A policy that follows always the best action 6 - greedy policy A policy that follows the best action with probability e while exploring new actions with probability 1- e Planning horizon The number of stages / time periods Operating reserve A specific level of reserve power should be available at all times to insure reliable electricity grid operation. Step size Learning rate parameter a Sub-time step The time step is divided to a number of sub-time steps to capture the variation in certain parameters or variables at a shorter time increment Time step The planning period T is subdivided to number of periods which are called the time steps or stages t Target A desirable direction to move in the next step Terminal stage The last period in an iteration (the end of the planning horizon) ACKNOWLEDGEMENTS I greatly acknowledge the support and invaluable insights of my thesis advisor Dr. Ziad Shawwash. Without his guidance this thesis would probably never have been completed. M y understanding of topics relating to this research has been shaped by his guidance throughout the course of this research. I wish to extend my special thanks to Dr. S.O. Denis Russell for his wise advice and suggestions. I would like also to express my sincere thanks to Dr. A . D . Russell, Dr. J .A. Meech, Dr. R . G . Mi l la r , and Dr. T . A . Sayed for their helpful comments and feedback throughout the course of this research. Special appreciations are due to Dr. Thomas Siu for his continuous help and support. This thesis has benefited from his expertise, deep understanding, and explanations of operations planning of B C Hydro reservoir systems. I am also thankful to my colleagues in B C Hydro: D . Smith, D . Druce, Dr. G . Nash, H . Louie, W . Cheng, and Dr. G . Sreckovic for their valuable assistance and support. Interactions with U B C students have also been fruitful. I would like to acknowledge J. L i , Y . Tang, and R. Mazariegos for their help. Special thanks are due to Dr. B . Abdulhai. M y understanding of Reinforcement Learning benefited from the discussions I had with him and from his knowledge of artificial intelligence. I am very grateful for my wife Dalai, for her love, patience and support during the entire period of my study. Thanks for my son A l y for bringing me great joy in stressful time. Lastly, and most importantly, I wish to thank my parents, Zeinab and Eatzaz, for their great care and encouragement during my studies and throughout my life. xiv 1. INTRODUCTION 1.1. Background In British Columbia, there are large number of dams distributed throughout the different basins and watersheds of the province. Most of the large dams in B . C . serve hydroelectric power purposes. The British Columbia Hydro and Power Authority ( B C Hydro) operates a hydro dominated power generation system that includes 30 hydroelectric generating stations providing approximately 90 per cent of the system installed capacity (11,100 M W ) . These plants can be placed into four main groups: Peace system (2 plants) producing about 34% of the energy requirements, Columbia system (3 plants) producing 31%, Kootenay Canal and Seven M i l e generating stations producing 13% and the remaining 23 plants that supply about 16% of the energy production. The balance of energy requirements is supplied from two thermal generating facilities and from energy purchases. The B C Hydro integrated system produced about 54,000 gigawatt-hours in 2004. The main hydroelectric storage facilities in the B C Hydro system are: the Will is ton reservoir (39.4 bi l l ion m 3 ) on the Peace River and the Kinbasket reservoir (14.8 bi l l ion m 3 ) on the Columbia River. The two reservoirs provide multi-year storage and accordingly, they are used for the strategic and long-term operations planning of the B C Hydro system. The reservoir systems in B . C . provide many important benefits in addition to hydroelectric power production. These include: domestic and industrial water supply, flood control, and recreation. During the operation of these reservoir systems, conflicts may arise between some of these uses, particularly in periods of sustained drought or storage deficits. Also , new pressures have been imposed on the reservoir system due to expanding energy needs, increasing water demands, and growing public awareness of environmental issues. In addition, publicly owned reservoir systems often have to deal with complex legal agreements (e.g. Columbia River Treaty), fisheries, and non-power 1 release requirements, Federal/Provincial regulations (e.g. water licenses), and pressures from different interest groups. Recently increased attention has been given to improving the economic and operating efficiency of the existing reservoir systems. The electrical transmission network in British Columbia is interconnected with Alberta and Western U S systems. These interconnections allow for the purchase and sale of electricity in the wholesale electricity market, and therefore complicate the reservoir operations planning problem, since it must incorporate maximizing the profit from energy transactions in these two markets. The complexities of the multipurpose, multiple reservoir systems generally require that release decisions be determined by an optimization and/or simulation model. Computer simulation models have been applied for many years, as powerful tools in reservoir systems management and operation. These models are descriptive of the behavior of the system (e.g. releases, storage), given a specified scenario (e.g. the sequence of flow data, storage, demands, priorities, and constraints); and they are able to illustrate the changes resulting from alternative scenarios. They are also useful in examining the long-term reliability of a proposed operating strategy when combined with Monte Carlo analysis. However, they are not well suited to develop the optimal strategy, particularly for large-scale systems. Prescriptive optimization models on the other hand, offer the capability to systematically derive optimal solution given a specific objective and a set of constraints. The operating policies developed with optimization procedures often need to be checked with a simulation model in order to ensure their feasibility. In B C Hydro, the operations planning process is carried out using several simulation and optimization models. This modeling system is divided in terms of time horizons. The cascaded operations planning modeling hierarchy in B C Hydro is categorized as follows: - Long-term operations planning (strategic planning, 1-6 years in monthly time-steps). 2 - Medium-term operations planning (strategic/tactical planning, up to 12 month period in hourly to weekly time-steps). - Short-term operations planning (tactical planning, for one week in hourly to daily time-steps). - Real-time operations planning (1 hour-1 week in hourly time-steps). For long term planning, a marginal cost model ( M C M ) has been developed in-house at B C Hydro by Druce (1989, 1990), and kept up to date. The model applies Stochastic Dynamic Programming (SDP) to calculate the monthly marginal value of water stored in the Will is ton reservoir, the largest reservoir in the system, over a planning period of 4 to 6 years. The SDP model takes into account the uncertainties in inflows and market prices. The calculated marginal value of water stored in the Wil l is ton reservoir is then used as a proxy for the long-term system marginal cost. A s well , the model develops a probabilistic forecast of B C Hydro system price signals, reservoir storage volumes and expected spills. Shawwash et al. (2000) developed a short-term optimization model (STOM) that is used by B C Hydro operation engineers to determine the optimal hourly generation and trading schedules while meeting system demands. The model applies a linear programming technique in which the inflow, prices, and system loads are deterministic within the short-term period. The model has been modified and extended to the medium- term generalized optimization model ( G O M ) that is capable to handle longer planning periods ranging from hourly to monthly time-steps. The model also allows for variable time steps that can be specified on daily, weekly, and monthly intervals, and to include sub-time steps within a time step. Hence, G O M has the advantage of capturing variations in load, market prices, and generation schedules for shorter periods within the time step during weekdays or weekends. Nash (2003) developed a stochastic optimization model for the Columbia and Peace reservoir systems (aggregated to two reservoirs). The model consists mainly of two sub-models. In the first model, which is the long-term model, the monthly storage value function and the marginal values of water derived by a D P - L P based model are passed to the second model. The second model is the shorter-term model that applies a stochastic 3 linear programming with recourse algorithm (SLPR) in which the inflows, prices, and demands are defined by a scenario tree. The storage value curves generated by the long- term model are used as terminal value functions in the shorter-term model. The outputs of the shorter-term model for the two aggregated reservoir systems are the refined marginal values over the shorter periods and the operating decisions for each period. The present research work builds upon, extends, and enhances the above techniques and develops a new approach to solve the operations planning problem for multireservoir systems. 1.2. Problem Statement The main objective of reservoir operations planning is to determine the release policies that maximize the expected value o f the system resources over the planning period. This objective is generally achieved by maximizing the value of the energy produced while meeting firm domestic demands and taking into consideration the value of stored water at the end of the planning horizon. The reservoir operating strategy should provide answers to these questions at every decision point in time: when and how much water to store or release and when, where, and what quantity of energy to trade in the competitive wholesale electricity market while meeting the firm domestic demands and non-power requirements. This control problem is challenged with three main sources of uncertainty with which a reservoir system operator has to deal with. The main sources of uncertainty are the inflows to the reservoir system. The system operation policy has to protect against situations of shortage where the system is unable to meet the demands in a dry year. Also , it has to be capable to store any sudden increase in the inflow while avoiding wasteful water spills. In addition, there is uncertainty in forecasting electricity demand that w i l l affect the amount of energy generated since the firm demand must be met regardless of cost. There is also uncertainty in market prices that varies seasonally, daily, and between weekdays and weekends. 4 The marginal value of water represents the value of an extra increment of storage in a given reservoir ($/m 3). In the reservoir operations optimization problem, there is a trade- off between the marginal value of water and the present market price. If the market price is higher than the marginal value of water, then it is more profitable to sell energy. On the other hand, when the market price is lower than the marginal value of water, then it is more profitable to purchase energy from the market. The marginal value of water is equal to the derivative of the value of water function with respect to storage. The optimal use of the water in the reservoir corresponds to the point that minimizes the sum of immediate and future costs. This is also where the derivatives of the immediate cost function and future cost function with respect to storage become equal (Pereira et al. 1989). To derive a set of realistic control policies and better estimate the value of system resources, there is a need to integrate B C Hydro's main reservoir systems into a single model that takes into consideration the uncertainties in the inflows, market prices, and the system load. This integration is essential to allow for the effect of interactions between the different reservoir systems on the amount of total energy produced by the system. The value of water in a given reservoir is a function of the storage level in that reservoir and those in other reservoirs. Thus, the value of water in storage in any reservoir cannot be established unless assumptions are made about the other storage variables in the system. In this research, the main hydroelectric power generation facilities of B C Hydro system are included in a long/medium term stochastic optimization model. These hydroelectric power generation facilities are located on several independent river systems, for example, Peace River ( G . M . Shrum and Peace Canyon) and Columbia River (Mica, Revelstoke, and Keenleyside). 1.3. Goals and Objectives The main goal of this research work is to develop and implement a long/medium term stochastic optimization model that serves as a decision support tool for the operations planning of the B C Hydro's reservoir systems. The model should be able to: 5 • Handle the dimensionality problem of this large-scale stochastic problem in an efficient manner, • Provide forecasts of the expected value of revenues, energy generation, and expected market transactions (imports/exports), • Model several river systems within the B C Hydro system, • Address the main uncertainties in the operations planning problem (inflow, market price, and demand), • Provide the marginal value of water for the major reservoirs, and • Deal with variable time steps and be able to address different objective functions. To achieve these goals, several objectives were identified: 1. Acquire an in-depth understanding and knowledge of the reservoir operations planning problem in general and of B C Hydro's reservoir systems in particular. This was achieved by thoroughly investigating the modeling environment at B C Hydro and other hydroelectric power generation entities. Special attention was given to integrating the generalized optimization model ( G O M ) with the stochastic optimization model. 2. Carry out an extensive review of the literature on reservoir optimization techniques with a particular emphasis on stochastic optimization techniques. This literature review was extended to include state of the art techniques developed and applied in the fields of machine learning and artificial intelligence environments. The aim of the literature review was to assess the merits and the drawbacks of the different optimization techniques and their potential to handle the complexity and the dimensionality problems of the large scale, stochastic, multiperiod, multireservoir operations planning problem. 3. Formulate the stochastic optimization model that addresses the uncertainties in inflow, system load, and market prices. 6 4. Investigate and develop the Reinforcement Learning (RL) technique with Function Approximation and Sampling techniques, an approach, that is becoming popular and seems to offer the promise of handling large scale stochastic problems 5. Test the performance of the R L model and develop an algorithm to implement it for the optimization of the operation of B C Hydro's main reservoir systems. 1.4. Organization of the thesis This chapter presented the motivation, goals and the focus of the thesis. Chapter 2 reviews the different techniques and approaches in handling the reservoir optimization problem cited in the literature. Chapter 3 introduces the main concepts and computational aspects of using reinforcement learning (RL) . Chapter 4 describes the methodology and the mathematical formulation adopted in the development of the R L R O M model. Chapter 5 presents the results of applying the R L solution methodology for a single reservoir and testing the extended two reservoir problem. The model was then implemented on B C Hydro's main reservoir system on the Peace and the Columbia Rivers. Chapter 6 provides conclusions and recommendations for future research work. 7 2. LITERATURE REVIEW The literature review carried out in this research is presented herein from two perspectives: modeling approaches and optimization techniques. The modeling approaches commonly applied to the reservoir optimization problem can be grouped into two main categories: Implicit Stochastic optimization and Explicit Stochastic optimization. In terms of the optimization techniques, the reservoir optimization models can be classified as: • Deterministic models including: Linear programming, Network Flow, Multiobjective, N o n Linear programming, and Dynamic Optimzation Models, • Stochastic optimization models including: Dynamic, Linear, Dual Dynamic Programming, Chance Constrained and Reliability Programming, • Heuristic models including: Genetic Algorithms, Artif icial Neural Networks, Fuzzy Programming, etc... 2.1. Modeling Approaches Deterministic analysis of reservoir operational problems has several computational advantages over the stochastic analysis. Ignoring the stochasticity of the system simplifies the model resulting in more efficient performance; however this simplification introduces a bias in the results. Loucks et al. (1981) state that: "Deterministic models based on average or mean values of inputs, such as stream flows, are usually optimistic. System benefits are overestimated, and costs and losses are underestimated i f they are based only on the expected values of each input variable instead of the probability distributions describing those variables". Reservoir optimization models can be useful tools for identifying and evaluating the impacts of various alternative system operations. Yet, these models are not likely to be very useful unless they consider the uncertain conditions affecting the future performance of those systems. This includes the uncertain future demands imposed on those systems, the uncertain future costs of those systems and the uncertain quantities and qualities of 8 the flow within those systems. Assumptions made regarding each of these sources of uncertainty can have a major impact on system planning and operation. These facts have served to motivate the development of stochastic models, models that take into consideration at least some of the important sources of uncertainty and their impacts on system design and operation. Implicit 'stochastic reservoir optimization models optimize over series of random variables assuming perfect knowledge of the future. Multiple regression analysis of the results of the deterministic optimization model can be applied to generate operational rules. However, Labadie (1998) claims that regression analysis can result in poor correlations that may invalidate the operating rules. Explicit stochastic optimization models deal with the probabilistic nature of random variables directly, rather than dealing with deterministic sequences. Accordingly, the optimization is performed without assuming perfect knowledge of future events. The benefit o f this approach is to better quantify the impact of the uncertainty in the random variables and consequently come up with better reservoir management decisions. However, this approach is more computationally expensive than the implicit optimization approach. Most of the explicit stochastic optimization models assume that unregulated inflows are the dominant source of uncertainty in the system and can be represented by appropriate probability distributions. These may be parametric or nonparametric based on frequency analysis. Other random variables that may be defined include: market prices and demands. Unregulated natural inflows may be highly correlated spatially and/or temporally. Explicit stochastic models use probability distributions of stream flow. This requires two main simplifications to keep the dimensionality of the problem manageable. First, discretization of the probability data, and second, relatively simple stochastic models are usually used (e.g., lag-1 Markov model). Most inflow sequences show serial correlation (Pereira et al., 1999), and are represented in modeling inflows by a lag-1 autoregressive or multivariate model. 9 2.2. Optimization Techniques A broad array of mathematical models has been applied for the optimization of reservoir systems operations and management. The choice of the modeling technique relies largely on the characteristics of each application. The following sections briefly review optimization methods that are widely used to solve the reservoir system optimization problem, with a focus on the techniques that are applied in multireservoir systems. Y e h (1985) and Labadie (1998, 2004) presented a comprehensive in-depth state of the art review of the optimization techniques used in reservoir operation and management. 2.2.1. Deterministic Optimization Models 2.2.1.1. Linear Programming Models One of the most favored optimization techniques in reservoir system models is linear programming (LP). L P requires that all the constraints and objective function be linear or be "linearizable" by applying one of the available linearization techniques, such as piecewise linearization or Taylor series expansion. L P models guarantee convergence to global optimal solutions. In addition, for large-scale reservoir optimization problems where the number of variables and constraints are large, decomposition techniques such as Dantzig-Wolf or Bender decomposition technique can be used to accelerate the solution process (Yeh, 1985). L P problem formulation is easy and L P problems can be readily solved by applying commercially available L P solvers. Turgeon (1987) applied a monthly mixed integer L P model for site selection of hydropower plants to be built. Hiew et al. (1989) applied L P technique to an eight reservoir system in northern Colorado. Shawwash et al. (2000) presented an L P short term optimization model (STOM) , which has subsequently been developed to determine the optimal short term schedules 10 that meet the hourly load and maximizes the return to B C Hydro resources from spot transactions in the Western U . S . and Alberta energy markets. Currently, the model is used in B C Hydro by the generation operations engineers to optimize the scheduling of the main reservoir systems. The authors state that using the model to develop the optimized schedule contributed between 0.25-1.0% in the form of additional revenue from sales and in the value of additional stored water. The authors indicate that one of the major benefits of using L P is the derived sensitivity analysis data that can be obtained from the simplex dual variables. A s an example, the dual variable of load resource balance equation provides the system incremental cost at each time step. This information can be used in planning spot trading schedules and in real time operation of the system. Other applications of the L P technique to the reservoir operations problem include: Martin (1986), Piekutowski et al. (1993), and Crawley and Dandy (1993). 2.2.1.2. Network Flow Models Network flow models ( N F M ) have been applied in a broad range of water resource applications, as they are easy to formulate and efficient to solve. A reservoir system is represented as a network of nodes that are linked by arcs. Nodes could represent storage or non-storage points of confluence or diversion and arcs represent releases, channel flows, and carryover storage. This representation also has the advantage of easily defining piecewise linear functions through the specification of multiple links between nodes. F low bounds and unit costs are defined by the flow limits and slopes of each linear piece (Labadie, 1997). Lund and Ferreira (1996) applied a network flow algorithm to the Missouri River multireservoir system. The multireservoir system is optimized for a period of 90 years in monthly time steps. The authors concluded that system operation rules could be inferred from deterministic optimization applying a long hydrologic sequence. Shawwash et al. (2000) observed that some of the methodology's limitations were encountered when using arcs to describe flow patterns in a complex system, such as B C 11 Hydro's, that includes a combination of very large and very small reservoir systems, were encountered. 2.2.1.3. Multiobjective Optimization Models Labadie (1997) presented two approaches for dealing with multiobjective optimization problems. In the first approach, the primary objective is represented in the objective function while treating the other objectives are treated as constraints at desired target levels (epsilon method). The second approach assigns weights to each objective (weighting method). Can and Houck (1984) applied a preemptive goal programming (PGP) approach to a four reservoir multipurpose system in the Green River Valley, Kentucky. In their comparative study with other L P models the authors concluded that P G P allows the flexible expression of policy constraints as objectives and it performed well compared with a more data intensive L P optimal operating model. The basic concept of P G P is to set aspiration levels (targets) for each objective and prioritize them. Attainment of the goals is sought sequentially. A significant advantage of P G P is that it does not require any penalty-benefit function, reducing the need for a detailed economic analysis. However, one drawback of P G P is that it does not allow trading a small degradation in a high priority objective for a large improvement in a lower priority objective (Loganathan and Bhattachatya, 1990). A s goal programming (GP) relies on achieving predetermined target values, the global optima for objectives may not be explored. 2.2.1.4. Nonlinear Programming Models Non-linear programming (NLP) is not as popular as L P and dynamic programming (DP) in solving reservoir systems optimization problems. The reason is basically because the optimization process is slow and can return inferior and non-optimal solutions. However, in cases where a problem cannot be realistically linearized, it may be solved as a N L P problem particularly with inclusion of hydropower generation in the objective function and/or the constraints. Labadie (1997) indicates that the most powerful and 12 robust N L P algorithms available to solve reservoir system optimization problems include: Sequential Linear Programming (SLP), Sequential Quadratic Programming (SQP), Method of Multipliers ( M O M ) , and the Generalized Reduced Gradient Method (GRG) . Recent applications of N L P to hydropower reservoir operations include: Tejada- Guibert et al. (1990), Arnold et al. (1994), and Barros et al. (2003). Barros et al. (2003) applied N L P model to a large scale multireservoir system in Brazi l . This multiobjective optimization problem was solved applying L P and S L P using a Taylor series expansion. The authors concluded that the N L P model is the most accurate and suitable for real-time operations than the L P model. 2.2.1.5. Dynamic Programming Models Dynamic programming (DP) is another powerful optimization technique that has been used extensively to solve reservoir system optimization problems. Unlike L P and N L P techniques that simultaneously solve the problem for all time periods, D P algorithms decompose the original problem into sub-problems that are solved sequentially over each stage (time period). D P formulation requires the definition of a set of state variables to describe the system state at the beginning of each stage and a set of decisions that transform the current stage state to the next one. D P has the advantage of handling nonlinear, nonconvex, and discontinuous objective and constraint functions. However, a major problem that limits the application of D P to large-scale multireservoir systems is the exponential growth in computation time as the number of discretized state variables increases. This is widely known as the curse of dimensionality (Bellman, 1957). One of the earliest applications of deterministic D P to reservoir operation was by Young (1967), who studied a finite horizon, single reservoir operation problem. Various extensions have been developed to overcome the curse of dimensionality in applying dynamic programming application to reservoir operation. Larson (1968) introduced incremental dynamic programming (IDP). The IDP procedure starts with a trial solution and the recursive D P equation examines adjacent states around the current 13 solution. If better values are obtained, then the current solution is updated. Jacobson and Mayne (1970) developed a Differential Dynamic Programming (DDP) technique that uses analytical solution rather than discretization of the state space. Murray and Yakowitz (1979) extended this approach to constrained problems. Johnson et al. (1993) introduced the Coarse Gr id Interpolation technique. This technique relies on using larger discretization intervals. Solution accuracy is retained by interpolating within a coarser grid structure. 2.2.2. Stochastic Optimization Models 2.2.2.1. Stochastic Dynamic Programming Models Stochastic dynamic programming (SDP) is a powerful tool for studying multireservoir system operation because the stochastic nature of inflows and the nonlinear energy generation functions can be modeled explicitly. Interestingly, Yakowitz (1982) found that the first application of SDP preceded the application of deterministic D P by more than a decade. Lamond and Boukhtouta (1996, 2001) and Lamond (2003) presented a survey of stochastic reservoir optimization methods and models. A multireservoir, multiperiod SDP model is formulated by considering the multiperiod optimization in stages. Each stage corresponds to one period. Release decisions are made to maximize current benefits plus the expected benefits from future operation, which are represented by a recursively calculated cost to go function. Solution of the SDP model for a multireservoir system yields the "cost-to-go" function and a release policy decision rule for each time period as a function of the system state variables. Since optimization is performed conditionally on all discrete combinations of the state vector, the specter of the curse of dimensionality arises. For a multireservoir model with m discritization levels for n reservoirs, computational time and storage requirements are proportional to m". 14 The state variable typically includes the volume of water in reservoirs and sometimes a description of current, or forecasted hydrological conditions (Kelman et al., 1990). A periodic Markovian process typically describes reservoir inflows in SDP models. The choice of the inflow state variable in an SDP model depends on the system's characteristics as well as the information available for decision-making. In addition, computational considerations often influence how hydrologic information is represented in SDP. Huang et al. (1991) applied four types of representations of the inflow state variable to the Feitsui reservoir SDP optimization model in Taiwan. The authors found that using previous period inflows resulted in superior performance compared to the use of the present period inflows. Piccardi and R. Soncini (1991) found that policies derived from an SDP model without a hydrologic state variable resulted in simulated performance similar to that of policies derived using the previous period's inflow, although the SDP and simulation agreed more closely when the previous period's inflow were employed. Tejada-Guibert et al. (1995) examined the value of hydrologic information in SDP multireservoir models by using different hydrological state variables for the Shasta- Trinity subsystem of the Central Val ley project in California. Then, the SDP policies were compared using a simulation model assuming that the current inflows were known. The authors applied four types of models with different inflow state variables, and concluded that the value of using sophisticated inflow forecasting depends on several system characteristics, including the relative magnitude of water and power demands and the severity of the penalties on shortages. Turgeon (2005) applied a parametric approach to represent the inflows by a linear autoregression (AR) model, used to solve the SDP reservoir management problem. Instead of using the traditional lag-1 models, the author stated that there are many advantages in considering multilag autocorrelation of inflows. To avoid an increase in state space, the multilag autocorrelation of inflows was represented by the conditional mean of the daily inflow. The use of SDP to optimize multireservoir systems is usually accompanied by the assumption that various natural inflows are not cross correlated. This results in solutions that provide a rough estimate of the optimal design or operation policy. To handle this 15 problem, Y e h (1985) suggested the separation of the D P optimization and stream flow generation, or using an aggregation/decomposition methods similar to those proposed by Turgeon(1980). a) Dynamic Programming with Successive Approximation The Dynamic Programming with Successive Approximation (DPSA) method consists of breaking up the original multi-state variable problem into a series of one-state variable sub-problems in such a manner that the sequence of optimizations over the sub-problems converges to the solution of the original problem. Davis et al. (1972) used the D P S A to determine a local feedback policy for each reservoir for a network of reservoir-hydroplant complexes in parallel. Pronovost and Boulva (1978) have used Davis ' method to obtain an open-loop policy, which gives near optimal results rather than local feedback to eliminate the drawback of this method. Turgeon (1980) concluded that to obtain an open- loop policy solution, the successive approximation method must be solved repetitively at the beginning of each period that may be computationally costly. b) Aggregation and Decomposition SDP Turgeon (1980) introduced the aggregation and decomposition method consisting of breaking-up the original n-state variable stochastic problem into n stochastic sub- problems of two-state variables that are solved by SDP. The final result of this method is a suboptimal global feedback operating policy for the system of n reservoirs. Furthermore, Turgeon (1980) assumed that the electrical energy generated by any plant is a constant times the turbine releases. Accordingly, instead of utilizing the reservoir storage as a state variable, a potential energy term is created for treating the nonlinearity of the power generation function. Turgeon (1980) applied the D P S A and the aggregation/decomposition methods to a network of 6 reservoir hydroplant complexes. In his comparative study he concluded that the later gives a better operating policy with the same time and computer memory requirements. In addition, the computational effort of the aggregation/decomposition 16 method increases linearly with the number of reservoirs since for each additional reservoir, only one additional D P two-state problem has to be solved. Valdes et al. (1992) applied this technique to the 4 reservoir lower Caroni hydropower system in Venzuela. Disaggregation was performed both spatially and temporally, resulting in daily operational policies from the monthly equivalent reservoir policies. Saad et al. (1994) incorporated neural networks to improve the disaggregation process and to account for nonlinear dependencies between the system elements. The method was successfully applied to finding long-term operational policies for Hydro- Quebec's 5 reservoir hydropower system on the L a Grande River. Labadie (1997) indicated that the main problem with the use of state aggregation/decomposition methods is the loss of information that occurs during the aggregation process. c) The Principle of Progressive Optimality Turgeon (1981) presented an algorithm based on the principle of progressive optimality of Howson and Sancho (1975), for which the state variables do not have to be discretized. He applied the technique to an example consisting of four hydropower plants in series to determine the optimal short time scheduling for multireservoir system consisting of 4 hydropower plants. The algorithm does not have the recursive equation in terms of the optimal value function and might be considered as a multidimensional continuous version of the IDP procedure. This approach has the advantage of dealing with discontinuous return functions and with hydropower production functions that do not have to be linearized or approximated by convex linear functions. Also , there is no problem of dimensionality since only one - trajectory of the reservoir storage must be stored in the computer memory. A s this iterative procedure is a function of the selected initial solution, Turgeon (1981) proposed the use of D P S A with a very coarse grid of the state variables to obtain a good trial trajectory before using this approach, which can then be solved by a direct search method. 17 d) SDP with Function Approximation The discretized "cost-to-go" function can be approximated by a continuous function. Since an approximate value for the cost-to-go function is only calculated at the discretized state values, the value of the function at other points can be estimated by interpolating nearby grid points. Several authors explored the reduction in computational effort possible when multivariate polynomials or piecewise polynomial functions are employed in SDP algorithms (Foufoula-Georgiou and Kitanidis (1988); Johnson et al. (1989); Johnson, et al 1993; Tejada-Guibert et al (1993), and Lamond (2003). Tejada- Guibert et al. (1993) concluded that computational savings are possible; mainly because: (1) the improved accuracy of higher order functions which results in good solutions even with a coarse state space discretization and (2) efficient gradient-based optimization algorithms can be used to compute better approximations to the optimal solutions. Johnson et al. (1993) applied a high order spline function to approximate the cost-to go function so that a coarse discretization of the state space could be used. The spline is constructed of individual multivariate cubic polynomials, each defined over a sub-region of the state space domain. The spline coefficients were determined by requiring that the spline be able to interpolate the cost function values at each state space grid point. This approach proved to be successful in reducing the solution time for a system with two to t five reservoirs. Tejada-Guibert et al. (1993 and 1995) applied these piecewise cubic functions to approximate the cost-to-go function for the five hydropower plants of the Shasta-Trinity system in North California. He also recommended the use of a sampling SDP algorithm suggested by Kelman et al. (1990) as an attractive approach to describing the distributions and temporal correlations of inflows. Lamond (2003) applied a piecewise polynomial approximation of the future value function for a single hydroelectric reservoir model. The authors concluded that the adopted method is faster than both discrete D P value iteration and a continuous D P method using splines on a fixed grid. Also , they suggested that spline approximation is not well suited when the rewards are piecewise linear. 18 Lamond and Boukhtouta (2005) applied the neuro-dynamic programming approach (NDP) of Bertsekas and Tsitsiklis (1996) to approximate the cost-to-go function by a neural network. They applied the N D P to compute an approximate optimal policy for the control of a single hydroelectric reservoir with random inflows, concave, piecewise linear revenues from electricity sales taking into account the head variations and the turbine efficiency. Their N D P approach is based on a backward induction of a feed forward neural network with an input layer, hidden layer and a single output layer to approximate the future value function. Lamond and Boukhtouta (2005) concluded that the N D P approximation architecture gives very smooth approximate functions, which allowed the use of a coarse discretization of the state and the inflow variables in the training step of the neural functions. Their findings reinforce and confirm Bertsekas (2001) claims that N D P can be impressively effective in problems where the traditional D P methods would be hardly applicable. 2.2.2.2. Stochastic Linear Programming Stochastic linear programming (SLP) deals with uncertainty in the model parameters by considering a number of scenarios. Each scenario describes the values of the uncertain parameters and their probability of occurrence. The primary advantage of scenario-based stochastic models is the flexibility it offers in modeling the decision process and in defining scenarios, particularly when the state dimension is high. However, the difficulty with this modeling approach is that an ample number of scenarios result in a large scale linear programming problem, which in turn requires special solution algorithms that rely mainly on decomposition approaches. Stochastic linear programming with recourse (SLPR) utilizes scenarios to represent the uncertainty in model parameters in the form of stages. The S L P R in its simple form subdivides the problem into two stages. The first stage decisions are proactive or planning decisions, which are made with certainty, while the second stage decisions are reactive or operating decisions. Accordingly, S L P R models support the "here and now 19 decision", while providing a number of "wait and see" strategies depending on which scenario unfolds. These models are non-anticipative: in each stage, decisions must be made without knowledge of the realization of random variables in future stages. When each inflow scenario is treated deterministically, the deterministic variables represent the set of first stage decisions and the stochastic variables represent future release decisions corresponding to a specific scenario. It should be noted that only the first stage decisions are actually implemented, since the future decisions are not known with certainty. Following the implementation of the first stage decisions, the problem is then reformulated starting with the next period decisions, and solved over the planning horizon. The first applications of two-stage and multi-stage S L P to reservoir management (Pereira and Pinto, 1985, 1991) used the Benders Decomposition Method (Benders, 1962: V a n Slyke and Wets, 1969). This method is powerful because it allows a large-scale problem to be solved iteratively. Moreover, using this technique in a nested form allows multi-stage problems to be decomposed by both scenario and decision period (Birge, 1985). Jacobs et al. (1995) applied S L P using Benders decomposition to a three reservoir hydropower system in Northern California. Decomposition of the linear programming problem into smaller network flow optimization problems resulted in significant computational savings over attempts at direct solution. Dantzig and Infanger (1997) combined Benders decomposition (Benders, 1962) with the importance sampling technique to reduce the variance of the sample estimates. The dual of the multistage formulation measures the impact of future responses, which is fed back to the model's present time in the form of cuts. These cuts are sequentially added at different stages of the multi-stage dynamic system. Dantzig and Infanger (1997) indicated that thesecuts constitute a set of generated rules that guide the control problem to balance between present and future costs and drive the system away from future infeasibilities and towards optimality. Kracman et al. (2006) developed a multistage multiobjective S L P 20 reservoir planning model for the Highland Lakes system in Texas applying generated scenarios using a quantile sampling technique. The authors state that this scenario generation technique, which was adopted, preserves the spatial correlation of the random inflows. 2.2.2.3. Stochastic Dual Dynamic Programming Stochastic Dual Dynamic Programming (SDDP) developed by Pereira (1989) represents an interesting mix of stochastic linear and dynamic programming optimization techniques. S D D P solves a multidimensional stochastic dynamic programming problem and it approximates the future cost function (FCF) as a piecewise linear function. Unlike conventional SDP, which discretizes the state space and solves the F C F for all points, S D D P samples the state space and solves the D P problem iteratively. The S D D P approach, as presented by Pereira et al. (1999), is described in the following paragraphs. The first phase starts with a backward recursion calculation of the F C F . The slope of the F C F around a given state is calculated by solving a series of one stage LPs for each inflow scenario. The slopes of the F C F at the different states are estimated from the dual variable of the mass balance constraint, as these multipliers represent the change in the objective function value with respect to storage (df /dS). The resulting cost-to-go, which is based on the highest value in each state (convex hull), represent a lower bound for the actual F C F . In the second phase a Monte-Carlo simulation is performed in a forward pass which simulates the system operation using the release policy calculated so far. Similar to the backward recursion calculations, a set of one stage L P problems has to be solved for each inflow scenario. The upper bound of the F C F is estimated as the mean of the Monte Carlo simulation results. To address the uncertainty around the true expected value of the cost function, Pereira et al. (1999), used the 95% confidence intervals to estimate the confidence limits around the true values. The Optimal solution is obtained i f the lower bound of the F C F lies inside the confidence limits. If not, a new iteration with backward and forward calculations has to 21 be performed adding additional sets of states (additional cuts or plans to the F C F ) . The states that the simulation passes through are used in the new backward recursion. It should be noted that the planes obtained in each iteration are retained and the new planes are added to the set generated so far. This is in contrast to the conventional SDP where a new cost-to-go table has to be developed in each stage. Pereira (1989), and Pereira and Pinto (1991) applied the S D D P to a hydrothermal scheduling problem in Brazi l . Rotting and Gjelsvik (1992) applied the S D D P to seasonal planning for system of 35 reservoirs in a 28 river systems, which represents a part of the Norwegian hydropower system. The system is operated to minimize the thermal operating costs while considering the terminal value of water storage. They concluded that the S D D P procedure is successful and convergence of the algorithm is obtained with a saving in run time over the basic SDP approach by a factor of 16. Halliburton (1997) however, states that: "convergence is questionable for both the U . S . Bonneville Power Administration (BPA) and New Zealand systems". He summarized the difficulties with S D D P as: non convergence, long C P U time, difficulties in setting the large number of interacting penalties, and the inability to handle certain type of constraints (non convex, applying across a number of time periods, etc...). 2.2.2.4. Chance-Constrained Programming and Reliability Programming Chance-Constrained Programming (CCP) considers the probability conditions on constraints. Typically, the probability of satisfying a constraint is required to be greater than a threshold value. These constraints have the impact of tightening the restrictions on reservoir releases at the desired risk levels, thereby encouraging more conservative operational strategies. C C P converts a stochastic type problem to a deterministic-type one, and then solves the deterministic equivalent. Loucks and Dorfman (1975) concluded that the use of chance constraints leads to overly conservative rules for reservoir operation. Takeuchi (1986) invoked a C C P model to solve a real-time reservoir operation problem. The chance-constraints were set on the 22 probability of the reservoir becoming empty. Changchit et al. (1989) combined C C P with goal programming to operate a multiple reservoir system. Y e h (1985) concluded that C C P formulations neither explicitly penalize the constraint violation nor provide recourse action to correct constraint violations as a penalty. Hogan et al. (1981) warned that the practical usefulness of C C P is seriously limited and it should not be regarded as substitution for stochastic programming. Labadie (1997) indicated that the C C P does not represent the true risk that must be estimated by performing Monte Carlo analyses on the proposed operational policies. Colorni and Fronza (1976) initiated the application of reliability programming (RP) to the reservoir management problem that was regarded as an extension to the C C P . In their model, risk was accounted for by choosing different probability values that constrain the degree of satisfying the contracted release. Reznicek and Cheng (1991) expressed the probability of the constraints as decision variables and were therefore incorporated in the objective function. 2.2.3. Heuristic Models Heuristics methods are criteria, methods, or principles for deciding that among several alternative courses of action are the most effective in achieving certain goals (Pearl, 1984). Heuristic algorithms cannot guarantee global optimum solutions, however they are well-suited to problems that are difficult to formulate and solve by applying algorithmic methods (e.g. non-linear-nonconvex functions). Genetic algorithms (GA) and artificial neural networks are the most commonly used heuristic methods for the reservoir operations planning problem. Recently, Ant Colony Optimization ( A C O ) algorithms, which are evolutionary methods based on the foraging behavior of ants, have been successfully applied to a number of benchmark combinatorial optimization problems (Dorigo et al., 2000). A C O was inspired by the behavior of ants in finding the shortest route between their nest and a 23 food source. Jalai et al. (2006) applied ant A C O to the Dez reservoir in Iran for a finite horizon and a single time series of inflows. The authors concluded that the A C O algorithm provided improved release policies as compared with another G A model. The same conclusion of A C O outperforming the G A algorithm was found by Kumar and Reddy (2006) who applied A C O to a multipurpose reservoir in India. 2.2.3.1. Genetic Algorithm Genetic algorithm (GA) is a powerful population oriented search method based on the principle of Darwinian natural selection and survival of the fittest. G A performs optimization through a process analogous to "the mechanics of natural selection and natural genetics" (Goldberg, 1989). Genetic algorithms deal with a population of individual candidate solutions (strings/chromosomes), which undergo changes by means of genetic operations of reproduction through selection, crossover, and mutation operations. These solutions are ranked according to their fitness with respect to the objective function. Based on their fitness values, individuals (parents) are selected for reproduction of the next generation by exchanging genetic information to form children (crossover). The parents are removed and replaced in the new population by the children to keep a stable population size. The result is a new population (offspring) with normally better fitness. After a number of generations, the population is expected to evolve artificially, and the (near) optimal solution w i l l be reached. The global optimum solution however cannot be guaranteed since the convexity of the objective function can't be proven. The G A adjusts populations of release rule structures based on values of the fitness (objective) function values according to the hydrologic simulation model results. Wardlaw and Sherif (1999) successfully applied G A to a four-reservoir system in which a global optimum was achieved. The authors concluded in their evaluative study that G A provides robust and acceptable solutions and could be satisfactorily used in real- time operations with stochastically generated inflows. Haung et al (2002) applied a genetic algorithm based-stochastic dynamic programming to cope with the 24 dimensionality problem in a parallel multireservoir system in northern Taiwan to derive a joint long-term operation policy. Haung et al (2002) concluded that although the use o f GA-based SDP may be time consuming as it proceeds from generation to generation, the model could overcome the "dimensionality curse" in searching solutions. Reis et al. (2005) proposed a hybrid genetic algorithm and linear programming approach for multireservoir operation planning. Their model handled the stochastic future inflows by a three stage tree of synthetically generated inflows. They applied their approach to a hypothetical hydrothermal four reservoir system and compared the results with a S D D P model. The authors concluded that the hybrid scheme offers some computational advantages over the S D D P model. However, it is computationally more time consuming. 2.2.3.2. Artificial Neural Networks A n artificial neural network ( A N N ) is a model inspired by the structure o f the brain that is well suited to complicated tasks such as pattern recognition, data compression and optimization. In neural network terminology, a formal neuron simulates the behavior of the biological neuron whose dendrites collect the energy from its input signals and whose axon transmits a signal to other neurons. In the formal neuron, the energy from the dendrites is presented by a weighted sum of the input variables, and the axon transmission is represented by applying a transfer function to the weighted sum of inputs. The training of the A N N is usually performed using a gradient-type back propagation procedure, which determines the values of the weights on all interconnections that best explain the input-output relationship. A N N has been used within SDP models to approximate the "cost-to-go" function with fewer sampling points. Saad et al. (1994) applied an A N N to the long-term stochastic operation of the hydroelectric multireservoir system of Quebec's L a Grande River. The neural network was trained to disaggregate the storage level of each reservoir of the system for an aggregated storage levels for the system. The inputs to the network are the aggregated storage levels determined by SDP for the aggregated reservoirs. The neural network is trained by applying a large number of equally likely stream flow 25 sequences. Saad et al. (1994) concluded that in comparison with the principal components approach, A N N is more efficient. Raman and Chandramouli (1996) used A N N to obtain optimal release rules based on initial storage, inflows, and demands for Al iyar reservoir in Tamil Nadu, India. The A N N was trained by applying the results of a deterministic D P model. Raman and Chandramouli (1996) concluded that simulation of operation with rules obtained by the trained A N N outperformed those produced by linear regression analysis, as well as optimal feedback rules obtained from explicit stochastic optimization using SDP. 2.2.3.3. F u z z y P rogramming Several researchers have used fuzzy set theory and fuzzy logic to deal with uncertainties associated with the reservoir operation problem. Fuzzy set theory is generally used to describe imprecision and vagueness. In fuzzy logic, variables are partly represented by several categories and the degree of belongingness to a set or category can be described numerically by a membership number between 0 and 1.0. Russell and Campbell (1996) used fuzzy logic to derive operating rules for a hydroelectric plant, where the inflow and price of energy can vary. Tilmant et al. (2001) developed a fiizzy SDP approach with fiizzy objectives and fuzzy intersections between immediate and future release decisions consequences. Mousavi et al (2004) developed a technique called fuzzy-state stochastic dynamic programming (FSSDP) for reservoir operation that considers the uncertainties in the hydrologic variables and the imprecision due to variable discretization as fiizzy variables. The transition probabilities are considered by defining a fuzzy Markov chains. 2.3. Sampling Techniques In the applications of stochastic programming models for the reservoir optimization problem we are usually faced with the problem of how to represent the random variables (inflow, demand, prices). The problem becomes rather complex with multivariate random vectors, particularly i f these vectors are correlated. Generation of data trajectories or 26 scenarios represents the most challenging and time consuming part of the solution of stochastic optimization problems. The objective is to generate trajectories or scenarios that best approximate the given distribution of the random variables in a computationally manageable way in the optimization model. Different sampling-based approaches have been proposed to handle the problem of generating scenarios. A number of these methods have been presented by Kaut and Wallace (2003). The following is a brief overview of the generation of data trajectories and sampling methods. 2.3.1. Time Series Models Time series models are intended to replicate the spatial and temporal structure of the random variables. Examples of time series models include: Autoregressive models, Moving Average Models, and Bayesian Vector Autoregression model ( V A R ) . Many of the reported applications of SDP in reservoir management models use lag-1 autoregressive or multivariate model. The use of time series to generate data trajectories involves selecting a model and estimating its parameters. These two steps add to the uncertainty of the analysis. Vogel and Stedinger (1988) have documented that errors arising from parameter estimation often overwhelm issues of model choice. 2.3.2. Conditional Sampling Because of its simplicity, conditional sampling is the most popular method for generating scenario trees in stochastic programming. It is based on approximating probability measures by empirical ones generated by random samples. Because of computational restrictions, these samples cannot be very large, so the empirical measures can be poor approximations of the original ones. Pennanen and K o i v u (2002) show that modern integration quadratures provide a simple and attractive alternative to random sampling. These quadratures are designed to give good approximations of given probability measures by a small number of quadrature points. Loretan (1997) applied principal component analysis to reduce the dimensionality of the scenario tree. Sampling from principal components, allows correlated random vectors to be obtained. 27 2.3.3. Sampling from Specified Marginals and Correlations Many techniques are available to generate random samples from univariate distributions (Devroye, 1986). These techniques are not applicable in sampling multivariate vectors particularly i f they are correlated. In the case of multivariate distributions, some algorithms were developed assuming the correlation matrix and marginal distributions (beta, lognormal, Pearson, e tc . . ) are fully specified (e.g. Cario and Nelson, 1997). Other algorithms sample correlated random variables applying partially specified multivariate distributions (e.g. Lur i and Goldberg 1998). However the user specifies the marginal moments. The various algorithms also differ in the degree to which dependencies among variables are specified. Most algorithms require only the correlation matrix, but a few require higher order product moments. Parish (1990) presented a method for generating random variables from multivariate Pearson distribution, with the knowledge of all product moments to the fourth order. 2.3.4. Moment Matching This method relies on describing the marginal distributions by their moments (mean, variance, skewness, kurtosis, etc.) as well as a correlation matrix, and possibly other statistical properties. Hoyland and Wallace (2001) developed a scenario generation algorithm, which constructs multi-dimensional scenario trees with specified moments and correlations, by solving a single, very large, least squares problem. To improve the speed of the solution procedure, Hoyland et al. (2003) introduced a new algorithm that speeds up the procedure by decomposing the least squares problem into n univariate random variables, each satisfying a specification for the first four moments. Then, the different marginal distributions were combined so that the joint distribution satisfies the specified correlations and moments by applying a Cholesky decomposition and a cubic transformation in an iterative procedure. Lurie and Goldberg (1998) applied a similar multivariate decomposition approach but starting with parametric marginal distributions instead of the marginal moments. 28 Although Hoyland et al. (2003) could not guarantee convergence to their proposed procedure, they concluded that their experience shows that it would converge i f the moment's specifications were possible and there were enough scenarios. They also stated that a potential divergence or convergence to the wrong solution is easy to detect. Accordingly, there is no risk of ending up using the incorrect tree in the optimization procedure. In terms of computer time, they found trees with 1000 scenarios representing 20 random variables took less than one minute. 2.3.5. Path Based Methods These methods start by generating several data paths (or fans), which can be done through the use of parametric or nonparametric methods as suggested by Dupacova et al. (2000). In many application areas there exist advanced continuous and discrete time stochastic models and historical time series that serve to calibrate these models. A global scenario generation can be achieved with the calibrated model, by simulating many sample paths. These models employ a specified type of probability distributions. Nonparametric methods can be applied to large families of probability distributions, which cannot be indexed by a finite dimensional parameter (distribution free methods). The next step is to delineate the initial structure of the scenario tree, i.e. the number of stages and the branching scheme. The additional step to build the scenario tree includes applying ad hoc methods, by cutting and pasting the data paths in an intuitive way. The other possibility, as proposed by Birge and Mulvey (1996), is to apply cluster analysis in a multi-level clustering or bucketing scheme that exploits the whole sequences of observed/simulated data. 2.3.6. Optimal Discretization Pflug (2001) developed a method for constructing a scenario tree with optimal discretization on the basis of a simulation model of the underlying stochastic process by using a stochastic approximation technique. This method is different from other methods 29 described earlier in that it constructs the whole scenario tree at one time. However, the method deals only with univariate processes. 2.3.7. Scenario Reduction This method involves developing a much smaller number of scenarios, and it determines a scenario subset of prescribed cardinality or accuracy and a probability measure based on this set that is the closest to the initial distribution in terms of a natural probability metric. A l l deleted scenarios have probability zero. Romisch and Heitsch (2003) presented two new algorithms for computing optimally reduced probability measures approximately. One advantage of the reduction concept is its generality. N o requirements are imposed on the stochastic data processes (e.g. the dependency or correlation structure of the scenarios, the scenario probabilities or the dimension of the process). 2.3.8. Interior Sampling Methods Interior sampling is an another class of sampling methods in which several samples are used at different steps of a particular optimization procedure, for example to estimate function values, gradients, optimality cuts, or bounds, corresponding to the second-stage expected value function. Higle and Sen (1991) suggested stochastic decomposition methods. Infanger (1994) applied importance sampling that generates samples within the L-shaped algorithm for stochastic linear programming. Importance sampling is typically presented as a method for reducing the variance of the expected estimate of a stochastic variable by carefully choosing a sampling distribution. 2.4. R L Approach Conventional optimal control methods, dynamic programming for instance, suffer from the 'curse of dimensionality', wherein the large dimensionality of the system at hand and the exponential growth of its possible states prohibit the attainment of an 30 optimal solution even using the fastest computers available today, and most likely in the future. The literature survey conducted has revealed that this area of research is still very active, as new solution techniques are being investigated and developed. One possible angle from which the problem can be tackled is through the use of machine learning techniques from the field of artificial intelligence (A l ) , particularly Reinforcement Learning (RL) . R L has two key advantages over conventional control methods: the potential for learning how to control a larger system in a shorter time, and the ability to do so with or without a formal model of the system. Reinforcement learning (RL) has adapted key ideas from various disciplines namely: machine learning, operations research, control theory, psychology, and neuroscience to produce some very successful engineering applications (Sutton and Barto 1998). R L overcomes the curse of dimensionality through the use of function approximation, which allows R L to use much larger state spaces than classical sequential optimization techniques such as dynamic programming. In addition, using sampling, R L can be applied to large-scale problems where it is too complicated to explicitly evaluate and enumerate all the state transition probabilities. Modern reinforcement learning could be applied to both trial and error learning without a formal model of the environment, and to planning activities with a formal model of the environment, where an estimate of the state-transition probabilities and immediate expected rewards could easily be evaluated. Sutton and Barto (1998), Bertsekas and Tsitsiklis (1996) state that: " R L has become popular as an approach to artificial intelligence because of its simple algorithms and mathematical foundations and also because of a series of successful applications". Sutton (1999) concluded that this approach has already proved to be very effective in many applications as it has produced the best of all known methods for playing backgammon (Tesauro, 1995), dispatching elevators (Crites at al. 1996), job-shop scheduling (Zhang W . and Dietterich 1996), and assigning cellular-radio channels (Singh and Bertsekas 1996). 31 Ernst et al. (2003) applied R L for power systems stability control. Abdulhai et al. (2003) applied R L for true adaptive traffic signal control. In the water resources sector the application of this approach has been very limited. Wilson (1996) applied the R L technique in the real-time optimal control of hydraulic networks. Bhattacharya et al. (2003) successfully applied the R L technique in real time control (RTC) to Delfland water system in the Netherlands, which includes Delft, Hague, and part of Rotterdam covering an area of about 367 k m 2 and consisting of about 60 polders with 12 pumping stations. Bhattacharya et al. (2003) concluded that in all applications involving some sort of control functions (urban drainage systems, polder water level maintenance, and reservoir operation), R L has substantial potential. R L is a machine learning approach that can be used to derive an optimal control strategy. R L concerns the problem of a learning agent interacting with its environment to achieve a goal (Sutton, 1999). The agent continuously maps situations to actions so as to maximize a reward signal. The learner is not told what to do, as in most forms of machine learning techniques, but instead must discover which actions yield the most rewards by trying them (Sutton, 1999). These two characteristics, trial and error search and delayed reward, are the two most important distinguishing features of reinforcement learning. 2.5. Conclusions The literature" review carried out shows that this area of research is still very active and that different optimization approaches and modeling techniques are being tried for dealing with the reservoir systems optimization problem. The review shows that employing an explicit stochastic optimization approach would be the most advantageous since it provides the best representation of this complex problem. The main obstacle that needs to be addressed and resolved, however, is the high dimensionality of the problem. From this literature review, it can be concluded that D P algorithms remains a very powerful technique for handling the nonlinear, stochastic large-scale reservoir optimization problem. Among the numerous efforts attempted to alleviate the curse of 32 dimensionality problem, which is aggravating the large-scale SDP method, function approximation techniques and/or sampling techniques resulted in some successful applications in the multireservoir hydropower generation operations planning problem. One promising approach addressing the possibility of combining these two techniques (function approximation and sampling techniques) within an SDP formulation is the Reinforcement Learning (RL) technique. The following chapter presents the main concepts and computational aspects of R L techniques. 33 3. THE REINFORCEMENT LEARNING APPROACH 3.1. Introduction Reinforcement learning (RL) is a computational approach for learning from interactions with an environment and from the consequences of actions to derive optimal control strategies. R L has adapted key ideas from various disciplines namely: machine learning, operations research, control theory, psychology, and neuroscience (Sutton and Barto, 1998). R L has become popular as an approach to artificial intelligence because of its simple algorithms and mathematical foundations (Bertsekas and Tsitsiklis, 1996) and because of a number of successful applications in different domains, e.g. control problems, robot navigation, economics and management, networking, games, etc... (Sutton, 1999). The successful applications of R L surveyed and the key advantages that R L offers in handling large-scale problems provided the motivation to research the possibility of applying this approach to solve the large-scale problem of operation planning of multireservoir systems. The following sections of this chapter introduce the main concepts and computational aspects of the R L methods and presents the distinguishing features and elements of the R L approach including the trial and error learning of policies, the concept of delayed rewards, and the exploration and exploitation of policies. The chapter also focuses on the three main classes of methods to solve the R L problem, namely, (1) dynamic programming algorithms and its relation with Markovian decision process ( M D P ) and the Bellman principle of optimality, (2) Monte Carlo methods, and (3) the Temporal- Difference learning methods. More advanced R L methods that unify the basic ideas of the above three methods are also described; these include the eligibility traces and function approximation, and generalization. More comprehensive reviews of R L can be 34 found in Sutton and Barto (1998), Kaelbling et al. (1996), and Bertsekas and Tsitsiklis (1996). 3.2. Reinforcement Learning Approach versus Dynamic Programming Dynamic Programming (DP) is a very powerful technique for handling sequential, nonlinear, and stochastic optimization problems. D P guarantees the attainment of optimal solutions to M D P s . However, D P requires that values of the transition probabilities and the transition rewards of the system be calculated. The transition probabilities and the expected immediate rewards are often known as the theoretical model of the system. For large scale systems that involve several stochastic variables, constructing the model of the environment is quit a difficult task. Gosavi (2003) states that: "Evaluating the transition probabilities often involves evaluating multiple integrals that contain the probability density functions (pdfs) of random variables. It is for this reason that D P is said to be plagued by the curse of modeling". Compared with D P methods, linear programming methods (LP) can also be used to solve M D P s . Sutton and Barto (1998) indicated that L P becomes impractical at a much smaller state space (by a factor of about 100) and concluded that for the largest problems, D P methods are the only feasible and practical solution methods. For D P problems, assuming a system with m state discretization and n reservoirs, the computational time and storage requirement is proportional to m". Consider the case of a system with hundred state discretization for each of two reservoirs, the number of possible state combinations in one period is 100 2=10 4. This exponential increase in the state space is often known as the curse of dimensionality (Bellman, 1957). Assuming that there are five possible actions for each state, the transition probability matrix of each action would consist of 5 x 1 0 4 x 10 4 = 5 x 10 8 elements. A s this simple example shows, it is obvious that for such problems with large state space, storage of the transition matrices w i l l be a difficult task indeed. 35 Obviously, the two main problems limiting the capabilities of D P are the excessive memory needed to store large tables and the very long computation time required to f i l l those tables. One possibility to tackle these problems is through the use of machine learning techniques from the field of artificial intelligence (A l ) , particularly Reinforcement Learning (RL) . R L offers two key advantages in handling problems that are too large to be solved by conventional control methods: 1. The ability to solve M D P s with or without the construction of a formal model of the system. B y using sampling (simulation), R L can be applied to large-scale problems that are too complicated to explicitly evaluate and enumerate all the transition probabilities and the expected immediate rewards of the system. This way R L provides a way to avoid the curse of modeling. 2. The potential for learning how to control a larger system. R L can overcome the curse of dimensionality through the use of function approximation methods. For small scale problems, R L stores the elements of the value function in lookup tables called Q- Tables (tabular methods). However, as the state space increases, R L can use function approximation methods, which require the use of a limited number of parameters to approximate the value function of a large number of states. The following figure highlights the difference in the methodology between the D P and R L . 36 Reinforcement Learning Traditional Dynamic Programming Inputs (Distribution of Random Variables) No Model (Simulator/ Real system) Model (Generate the transition probability and transition reward matrices) r R L Algorithm (Q-Learning/ S A R S A ) DP Algorithm (Policy Iteration/ Value Iteration or LP) r Approximate - Near Optimal Solution Optimal Solution Figure 3.1. Reinforcement Learning and Dynamic Programming comparison (adopted from Gosavi, 2003) 3.3. Reinforcement Learning Problem Formulation R L concerns the problem of a learning agent that relies on experience gained from interacting with its environment to improve performance of a system over time. The learner (or the decision maker) is called the agent and the object it interacts with is called the environment. The environment could be a simulator of the system or the real system. Both the agent and the environment constitute a dynamic system. Unlike supervised learning techniques, which require examples of input-output pairs of the desired response to be provided explicitly by the teacher, the learning agent is not 37 told what to do. Instead, the agent must continuously learn from the consequences of its actions. The agent perceives how well its actions perform by receiving a reward signal. This reward signal indicates that the agent should do or how to modify its behavior without specifying how to do it. The agent uses this signal to determine a policy that leads to achieving a long term objective. This trial and error interaction with the environment and the delayed rewards are the two main distinguishing features of the reinforcement learning method. 3.3.1. R L Basic Elements The main components of a R L algorithm are: an agent, an environment and a reward function. The interaction between the agent and its environment can be modeled within the framework of Markov Decision processes. The agent and the environment interact in a sequence of discrete time steps, t - 0, 1, 2, 3, . . . . A t each step the agent receives some indication of the current state of the environment, st G S, where S is the set of all states and then it selects an action at e A, where A is a finite set containing al l possible actions. The agent interacts with the environment and receives feedback in the form of a stochastic transition to a new state st+i and receives a numerical reward r(si,at) as defined by the reward function. Through this delayed reward and guided search process, the agent learns to take appropriate actions that maximize the cumulative rewards over time (Sutton, 1999). A schematic representation of the agent-environment interaction is presented in Figure 3.2. State st Environment (Simulator/Real System) Reward Agent (Decision Maker") Act ion a, Figure 3.2. Agent-Environment interaction in R L 38 3.3.2. Exploration/ Exploitation One of the key aspects of reinforcement learning is that the learner needs to explicitly explore its environment in its search for good rewards. The feedback that the agent receives from its environment indicates how good the action was, but it does not indicate whether it was the best or the worst action possible (Sutton and Barto, 1998). Accordingly, two conflicting objectives arise during the action selection process. One objective is to achieve high-valued short-term rewards by selecting actions that are already known to be good (exploit). On the other hand, the agent has to explore new actions for better action selections in the future. Two popular methods for balancing the exploration and exploitation in R L are the £- greedy and softmax action selection rules. In the e-greedy method, the learner behaves in a greedy way most o f the time (by selecting the highest estimated action value), while a non-greedy exploratory action w i l l be taken every now and then with a small probability £ (by selecting a random action uniformly regardless of its value). The advantage of the e-greedy method is that, in the limit and as the number of trials increases, every action is sampled an infinite number o f times. The probability o f selecting the optimal action converges to greater than 1-e (Sutton and Barto, 1998). The disadvantage of the e-greedy method, however, is that in the exploration process it chooses equally among all actions, regardless of the estimated value of the chosen action. The result is that the learner could choose equally between the worst action and the second best action in the exploration process. In the softmax action selection method, the action selection probabilities are ranked according to their estimated values. The greedy action is then selected as the one with the highest action selection probability, and all other actions are then weighted proportionally to their estimated action values. Frequently, the softmax method uses a Gibb or Boltzmann distribution to choose the probability of an action a, P{a): 39 where Q(a) and Q(b) are the estimated action values and tis a temperature parameter that controls the probability distribution. Higher temperatures result in actions with equal probability of selection (exploration). On the contrary, low temperatures cause a greater difference in the probability of selecting actions according to their estimated values (exploitation). Gradually, the temperature r decreases over time to limit the exploration process. 3.3.3. Return Functions One can distinguish two main types of R L tasks: episodic and continuous tasks. In episodic tasks, the horizon represents a finite number of steps in the future. There is a terminal state where the episode ends. On the other hand, in continuous tasks, the horizon represents an infinite sequence of interactions between the environment and the agent. The goal of the agent is to maximize the accumulated future rewards, and the return function Rt is a long term measure of such rewards. In the case of finite horizon tasks, the return is the sum of the rewards from the beginning to the end of the episode: where T is the number of stages in the episode, Rt is the reward received after t time steps. For continuous tasks, the infinite horizon discounted model takes the long-term rewards into account by discounting the rewards received in the future by discount factor y, where 0< y<\. The return function then becomes: Rt = r t + l + r t + 2 + r t + , +.... + rT (3.2) K,=rt+l+yrt+2 + f r t + 3 + (3.3) 40 where k is the number of time steps in the future. The discount rate determines the present value of future rewards. If y- 0, the agent is said to be myopic and only considers immediate rewards. A s y increases, the returns increase and the agent gives more consideration to future rewards. In the mathematical formulation of the reservoir operation planning model presented in chapters 4 and 5, it is assumed that the current period rewards is realized at the end of each time period, accordingly the discount factor ^is applied to both of the present period and the future rewards. In the following sections the focus w i l l be on discounted rewards as this approach is more appropriate to reservoir operation problems. 3.3.4. Markovian Decision Process (MDP) R L relies on the assumption that the system dynamics can be modeled as a Markovian decision process (MDP) . A n environment is said to satisfy the Markovian property i f the signal from its state completely captures and summarizes the past outcomes in such a way that all relevant information are retained. In general, the response of the environment at time t+1 to an action taken at time t depends on past actions. The system dynamics can be defined by specifying the complete probability distribution: Ps/r = Pist+i = s'>r,+i =r\st,at,rt,st_„at_l,....,r],s0,a0} (3.4) for all s', r and all possible values of past events: st, at, rt, , rj so, ao- The M D P framework has the following elements: state of the system, actions, transition probabilities, transition rewards, a policy, and a performance metric (return function). M D P involves a sequences of decisions in which each decision affects what opportunities are available later. The Markov property means that the outcome of taking an action to a state depends only on the current state. If the state and action space in a M D P are finite then it is called a finite Markov decision process. 41 If the state signal has the Markov property, then the environment's response at t+1 depends only on the state and the action representations at t. The environment's dynamics of the M D P can be defined by the transition probability: Pi' = PiSt+\ = AS' = S>a'= Q} (3-5) where p"ss., is the probability of moving to state s' for a given state s and action a. and the expected value of the immediate reward: K' = E{r,+x \s, = s,a= a, st+l = s'} (3.6) These two quantities, p°> and R°s. completely specify the most important aspects of the dynamics of an M D P process. 3.4. Reinforcement Learning Algorithms The goal o f R L algorithms is either to evaluate the performance of a given policy (prediction problems) or to find an optimal policy {control problems). In prediction problems, the value function (state-value function) for a given policy n is estimated as follows: V*(s) = Ex{Rt\st =s}=E„{Y^k=(irkrt+k+x\st =*} (3.7) where policy ;ris a mapping from states s & S to the probability of selecting each possible action. This mapping is called the agent's policy 7t, where n(s,a) is the probability of taking an action a when the agent is in state s. In control problems, the value function (action-value function) for policy ;ris defined as follows: Qn(s,a) = EK {Rt s, =s,ai=a} = EK (^°k=0/rl+lc+] \s, =s,at= a} (3.8) 42 where Q\s,a) is defined as the expected return starting from state s, taking action a, and thereafter following policy K. The recursive relationship property of value functions between the value of state s and the value of its possible successor states is: V*(s) = E„{Rt st=s} = £ V ( s , « ) £ / & [ / f t + yV*(sj],Vse S (3.9) Equation (3.9) is the Bellman equation, which states that the value of state s must be equal to the discounted value of the expected next state plus the expected reward along the way. The value function V\s) is the unique solution to the Bellman equation. The policy 7t is better than the policy rt i f V\s) > V^is) for all s&S. The optimal policy which has a better value function than other policies is defined as: V\s) = maxV*(s), VseS (3.10) K The optimal action-value function Q*(s,a) in terms of V*(s) is: Q * (s, a) = En {r / + 1 + yV * (s')\st =s,at=a} = Y, K' [K' + ^ (*')] (3.11) s' Once we have the optimal value function V* for each state, then the actions that appear best after a one-step search w i l l be optimal actions. Hence, a one-step-ahead search yields the long-term optimal actions. Wi th Q*, the agent does not have to do a one-step-ahead search: for any state s, it can simply find any action that maximizes Q*(s,a). The action-value function effectively memorizes or stores the results of all one- step-ahead searches. It provides the optimal expected long-term return as a value that is locally and immediately available for each state-action pair (Sutton and Barto, 1998). The following sections describe the fundamental three classes of methods for solving the R L problem. These methods are: dynamic programming (DP), Monte Carlo techniques ( M C ) and the temporal difference learning methods (TD). Dynamic 43 programming is a planning method, which requires a model of the environment (Model- based), whereas the M C and T D methods are learning methods, which can learn solely from basic experience without using a model of the environment (Model-free). 3.4.1. Dynamic Programming Methods (DP) Dynamic programming provides the theoretical foundation of R L algorithms. D P methods are used to solve M D P s , assuming a perfect knowledge of the model of the environment. The key idea of D P methods is the use of value functions and the Bellman equation of optimality recursively to guide the search for optimal policies. D P methods are bootstrapping methods, as they update one estimate of the value function based on the estimate of a successor states. The two most widely used D P methods for calculating the optimal policies and the value functions are the policy iteration and the value iteration. The following is a brief overview of these two methods. The policy evaluation method refers to the iterative computation of the value functions V" for a given policy K. Initial values of all states are assumed V£ and successive approximation of the value function is obtained by applying the Bellman equation as a recursive update rule: <- + }Tk*(s%VszS,a = K(s),k = 0,1,2,... (3.12) a s' In practice, and for practical considerations, a stopping criteria for the iterative process is commonly used when the term m a x r e S |F t + 1(5 , )-K i(5 ,) | is sufficiently small (Sutton and Barto 1998). The estimated action-values are used as a basis to find a better policy. If the action- value QK(s,a) > VK (s) for some a^7i(s), then action a is taken and the policy is changed to 7f where n'(s) = a. This process of taking greedy actions with respect to the current policy is called policy improvement. The new greedy policy ;r ' is given by: 44 it\s) <- a r g m a x £ J f t [ / f t + yV*(s')] a / (3.13) where argmax denotes the action a at which the value function is maximized. a Combining the policy evaluation step with the policy improvement step yields the policy iteration algorithm. Thus we can obtain a sequence of improved policies and value E I E I E functions: itQ -^V" ->itx —tV** —> it —>F*. Where E denotes policy evaluation and I denotes policy improvement. Another way of solving M D P s is the value iteration algorithm. Similar to the policy iteration method, the value iteration also combines the policy improvement step and the policy evaluation step. However, in the value iteration algorithm the policy evaluation step is truncated after one sweep over the state space and is followed by a policy improvement step. The value iteration estimates the optimal policy directly as the maximum to be taken over all actions: V^^m^PfAK' + rVd^)], V s e S (3.14) The policy iteration and value iteration methods converge in the limit to the optimal value function V*(s) due to the contraction property of the operator (3.14) (Bertsekas and Tsitsiklis, 1996). 3.4.2. Monte Carlo Methods (MC) A s stated earlier, D P methods require that a model of the environment be available, including transition probabilities and the expected immediate rewards. However, in many cases the exact model of the system is not known and in other cases, such as large scale systems, constructing the model could be a difficult task indeed. In such cases, learning the value function and the optimal policies directly from experience could be more efficient. M C methods estimate the value function from the experience of the agent. This 45 experience is gained by sampling sequences of states, actions, and rewards from on-line or simulated interaction with an environment. M C methods use the mean return of many random samples to estimate the expected value function VK and the action-value function QK. A s more samples are observed, their average return converges to the expected value of the value function. A sample return is the sum of the rewards received starting from state s or a state-action pair (s, a), and that follows policy K until the end of a learning episode. A s complete returns can only be obtained at the end of such episodes, M C methods can only be defined for finite horizon tasks. One can design M C control methods by alternating between policy evaluation and policy improvement for the complete steps of the episode. Observed returns at the end of the episode are used for policy evaluation and then for improving the policy of all visited states in the episode. There is one complication that arises in this method however; the experience gained by interaction with the environment contains samples only for the actions that were only generated by policy TC but the values of all other possible actions are not included in the estimate. Those values are needed for comparing alternatives in the policy improvement step. Therefore, maintaining sufficient exploration is a key issue in M C control methods. There are two approaches to assure that the agent is selecting all actions often, namely on-policy and off-policy control methods. In on-policy control method, the agent uses a soft stochastic policy meaning that 7t(s,a) > 0 for all s <= 5 and all ae A to evaluate and improve the performance of the same policy. The agent commits to continuous exploration and tries to find the best policy in the process. The other approach is the off-policy method: the agent uses one policy to interact with the environment and generates a behavior policy. Another policy which is unrelated to the behavior policy is evaluated and improved, and is called the estimation policy. A n advantage of this approach is that the agent learns a deterministic (e.g., greedy) optimal 46 policy (estimation policy) while following an arbitrary stochastic policy (behavior policy) thereby, ensuring sufficient exploration in the process. M C methods differ from D P methods in two main ways (Sutton and Barto 1998): First, they operate on sample experience. Therefore, they can be used for direct learning from interaction with the environment without a model. Second, they do not bootstrap; i.e. they do not build their value estimates for one state on the basis of the estimates of successor states. 3.4.3. Temporal Difference (TD) Temporal difference (TD) learning methods represent a central and key idea to R L . T D methods are considered as a class of incremental learning procedures specialized where a credit is assigned to the difference between temporally successive predictions (Sutton 1988). The T D methods combine the ideas of D P and M C methods. Similar to M C methods, the T D approach can learn directly from real or simulated experience without a model of the environment. T D methods share with D P the bootstrapping feature in estimating the value function (Sutton and Barto 1998). However, T D methods have some advantages over the D P and M C methods. T D methods use sample updates instead of full updates as in D P methods. The agent observes only one successor state while interacting with the environment rather than using values of all possible states and weighing them according to their probability distributions. Accordingly, learning the optimal policy from experience does not require constructing a model of the environment's dynamics. In addition, unlike M C methods, T D methods do not need to wait until the end of the episode to update their estimate of the value function. The simplest versions of such algorithms are usually referred to as one-step T D or TD(0). TD(0) wait only for the next time step to update their estimates of the value function based on the value function of the 47 observed state transition V(st) and the immediate rewards received from the environment rt+j. The following update is performed on each time step: V(st)^V(st) + at[rM + yV(st+x)-V(st)} (3.15) where Ot is a step-size parameter, 0 < 0Ct < 1 which represents the learning rate. The update rule presented above computes a stochastic approximation o f the VK, which states that: New Estimate <— Old estimate + Step size . [Target - Old estimate} (3.16) The target for the T D update is rt+1 + yV(st+i). The term [Target - Old estimate] represents the error in the estimate or the temporal difference between two successive evaluations of the value function. This error is reduced by taking a step toward the target. The step-size can be defined as lln where n is the number of samples generated. This stochastic approximation algorithm which produces a sequence of estimates of V(st) such that the error —> 0, is based on an old algorithm (Robbins and Monro, 1951). For any fixed policy 7t, the T D algorithm is proven to converge to VK in the limit with probability 1 i f the step-size decreases according to the stochastic approximation conditions: ^ " 0 « v =°° ond ^~_0a? <°°- The first condition guarantees that the steps are large enough to overcome any initial conditions or random fluctuations. The second condition guarantees that eventually the steps become small enough to assure convergence. (Sutton and Barto 1998). In the case of the control problem, i.e. estimation of the action values Q(s,a), T D methods are used for the evaluation or the prediction part o f the policy iteration algorithm. A s with the M C methods, sufficient exploration is required to assure convergence which again can be achieved applying either the on-policy or the off-policy approaches. 48 3.4.3.1. SARSA The name S A R S A is attributed to the update rule that is applied in this algorithm which follows the sequence of events: current state (st), current action (at), resulting rewards (rt+i), next state (st+i), and next action (al+i). S A R S A is an on-policy T D control algorithm that learns and improves QK for policy n, which selects and follows its actions. K is e-greedy regarding the estimated Q so far. The update rule that is performed at each time step is: Q(st ,at)<- Q(st ,at) + a[rl+l + yQ(st+x, at+x) - Q(st ,a,)] (3.17) This update is done after every transition from a non-terminal state st. If st+i is terminal, then Q(st+i, at.i) is defined as zero. Similar to TD(0), S A R S A converges with probability 1 to an optimal policy and action-value function as long as all state-action pairs are visited for an infinite number of times and the policy converges in the limit to the greedy policy. 3.4.3.2. Q-Learning Q-learning, first introduced by Watkins (1989), is regarded as one of the breakthroughs in R L . The simplest form of the g-learning algorithm, which is the one step tabular ^-learning, is based on the temporal difference method TD(0). In this method, the elements of the estimated action-value function are stored in a so called Q- table. The agent uses the experience from each state transition to update one element of the table (Sutton 1999). The Q-table has an entry, Q(s,a) for each state s and action a. After taking action ah the system is allowed to transition from state st to the next state st+j. The immediate reward received as a feedback from the environment is used to update the (9-table for the selected action. The next time step action value estimate Q(st+i,at+i) used in the update is selected according to the £-greedy policy. This is achieved by selecting the next state- 49 action as the one with the maximum estimated value most of the time and, with a small probability ( l - £ ) , a random exploration action is selected. The following is a procedural list o f the Q-Learning algorithm: Initialize Q(s,a) arbitrarily (to any feasible values) Repeat for each episode: Initialize s Repeat for each step in the episode: Choose a from s using policy derived from Q (e.g. e-greedy) Take action a, observe r, s' Q(s, a) <- Q(s, a) + a[r+ ymzx Q(s\a) - Q{s, a)] a S <— S until s is terminal If every state-action pair is visited infinitely often and the learning rate decreased over time, the Q-values converges to Q* with probability 1 (Sutton and Barto, 1998). g-Learning is an off-policy algorithm in the sense that the agent tries to learn the value of the optimal policy while following an arbitrary stochastic policy which is independent of the policy followed by the agent. A n example including sample numerical calculations using the g-learning method is presented in Appendix A . 50 3.4.3.3. Eligibility Traces Monte Carlo methods perform updates based on the entire sequence of observed rewards until the end of the episode. On the other hand, the one-step T D methods use the immediate reward and the sample next state estimate to perform the update. In between the one step and full episode backup, there are «-step possible backups, based on rc-steps of discounted truncated returns R" and the discounted estimated value of the rcth next state f Vt(st+^). The rc-step return is defined as: K = rM + + + rV,+n + f'\Vt+n) (3.18) The n-step backups are still T D methods as they still change an estimate based on an earlier estimate: K M <- V,(sl) + a[R"-Vl(sl)] (3.19) One step further is to compute the updates of the estimated value function based on several n-step returns. This type of learning is denoted by TD(X) algorithm, where X is an eligibility trace parameter (trace-decay parameter), where 0 < X < I. The TD(A) algorithm averages the «-step backups each weighted proportionally to X"'1. The backup of this A-return is defined as: Rf={l-^Tn^~^n) (3-20) It is obvious from the above equation that by setting the X = 1, we get the M C updates, whereas by setting X = 0 we get the one-step TD(0) updates. K M <- VXs^ + c^Rf-VXs,)] (3.21) 51 A simpler and more efficient way of implementing the TD(/t) method is the backward view TD(X) learning algorithm. This algorithm introduces an additional memory variable associated with each state at each time step called the eligibility trace (et). A n eligibility trace is a temporary record of the occurrence of an event, such as visiting a state or taking an action. This variable specifies the eligibility of a particular event in updating the value function. A t each time step, the eligibility trace for all states decay by yX except for the visited states in that time step which is incremented by 1 as follows: In other words, eligibility traces can be thought of as weighted adjustments to predictions occurring rc-steps in the past; more recent predictions make greater weight changes. The TD(0) error or temporal difference at time step t is denoted as St is calculated as follows: On every time step, all the visited states are updated according to their eligibility trace: Although eligibility traces require more computation than TD(0) methods, they offer significantly faster learning, particularly when rewards are delayed by many steps. TD(X) is proven to converge under stochastic approximation conditions with probability 1 (Tsitsiklis, 1994). Figure 3.3 presents a schematic comparison of the D P , M C , and T D ebackup methods and the calculation of the value function. (3.22) (3.23) Vl+x(st)<r-VXs,) + adte,(s) (3.24) 52 Dynamic Programming Simple Monte Carlo Figure 3.3. Comparison of Different R L Approaches (Adopted from Sutton and Barto 1998). 3.5. Function Approximation When the state space is finite, the most straightforward D P approach is to use a lookup table to store the value function for each state or state-action value combination. In reality, the state space could be quite large or even infinite and could include continuous variables. B y using model free R L methods one can avoid the need to construct the transition probability matrix. However, this does not solve the problem completely as the large memory and long time needed to fill in the elements of the lookup-tables still represents a problem. In such cases using look-up tables does not yield practical results. R L overcomes this problem by applying generalization and function approximation techniques. Here, estimating the g-values for unvisited state-action pairs require generalization from those states that have already been visited. Function approximation can be done in a number of ways, such as: (1) function fitting (neural networks and regression), (2) function interpolation (K-nearest-neighbors and Kernel methods), and (3) state aggregation (Gosavi 2003). Watkins (1989) used the Cerebeller Mode l Articulation Controller ( C M A C ) and Tesauro (1995) used back propagation for learning the value function in backgammon. A s an example, consider applying function fitting techniques for a M D P with A actions in each state, for state s e S: The idea is to store the g-factors for a given action as a function of the state index. Assumming s is a scalar; the function fa(s) can be approximated by: Thus instead of storing each Q-value for action a, we only need to store the values for the set of parameters: A, B, C. The Q-value for state s and action a is represented by the Q(s,a) -fa{s) (3.25) fa(s)=A+Bs + C.s2 (3.26) 54 value fa(s). Obviously, less storage space is needed and a large state space can thus be handled. 3.6. On-Line and Off-Line R L methods can be implemented in two modes: on-line and off-line. The on-line mode consists of using an R L driven agent directly on the real system. This mode is particularly interesting when it is difficult to model the system or when some phenomena are difficult to reproduce in a simulation environment. Moreover, and as the agent is learning continuously, it can adapt quickly to changing operating conditions. The main drawback o f the on-line mode is that the agent may jeopardize system stability because at the beginning of the interaction no experience is available to the R L agent to adequately control the system. One solution to this problem is to first let the agent interact with a simulation environment (off-line mode). The R L agent then can be implemented on the real system where it would benefit from the experience it has acquired in the simulation environment and w i l l be able to improve its behavior from interaction with the real system. Alternatively, one may extract off-line learned policies and implement them in the real system without any further learning. On-line and off-line implementation of R L should be differentiated from the on-line and off-line R L algorithms. In on-Line R L algorithms, similar to S A R S A , the agent is learning and improving the same policy that it is following in selecting the actions. On the other hand, with an off-policy algorithm such as Q-learning, the agent is gaining useful experience even while exploring actions that may later turn out to be non-optimal. 55 3.7. Summary This chapter provided an overview of R L and its main algorithms. The classification of the methods presented is intended to give the reader an idea about the different dimensions o f R L . B y using sampling and function approximation techniques, R L has the potential to be applied to larger systems than any other classical optimization technique. Modern reinforcement learning methods could be applied to both trial and error learning without a formal model of the environment, and to planning activities with a formal model of the environment, where an estimate of the state-transition probabilities and immediate expected rewards can be easily evaluated. The introduction of R L into the water resources systems domain is relatively new. However, the advantages that R L offers in dealing with large-scale problems, makes it a promising area o f research in that field. A R L based approach is adopted in this research work to develop a stochastic optimization model for the solution of the multireservoir operation planning problem as described in the following chapter. 56 4. REINFORCEMENT LEARNING MULTIRESERVOIR OPTIMIZATION M O D E L (RLROM) D E V E L O P M E N T 4.1. Introduction In general, the reservoir operation planning problem for a hydro dominated power system, such as the B C Hydro system, is to find the optimal operation strategy for each time period during the planning horizon that maximizes the long term value of resources while serving the domestic load in British Columbia and thereby to minimize the cost of electricity to the ratepayers in the Province. This objective can be accomplished by coordinating and optimizing the use of all available generation resources while taking advantage o f market opportunities. Releasing more water now could result in high immediate benefits, but with less water left in storage for the future there would be less benefit in the future. On the contrary, releasing less water now could result in gaining more benefits in the future. Accordingly, the decisions taken in any given planning period w i l l affect both the present return and the opportunities that could be available in the future. The challenge then is to link the present decisions with their future consequences. The approach followed in this research work for solving this problem relies on the concept of the marginal value of water ( M V W ) . B y definition, the M V W represents the incremental value of water in storage expressed as dollar per cubic meter second-day ($/cms-day). Optimal dispatch from hydro plants is established when the trade-offs between the present benefits, expressed as revenues from market transactions, and the potential expected long-term value of resources, expressed as the marginal value of water stored in the reservoirs, are equal. Accordingly, as long as the value of releasing water is higher than the value of storing water in the reservoir then the operator's optimal planning decision is to continue generation. 57 Another implication of applying the water value concept is that hydro plants are dispatched based on their expected water value in storage. Within the B C Hydro system, the multiyear storage capability of the G M Shrum Dam on the Peace River and M i c a Dam on the Columbia River projects and their large production capabilities dictate the need for a much higher level of coordination in planning the operation of these two particular basins, than with smaller projects. Ignoring inter-basin and system dependencies on the Peace and Columbia basins could lead to unrealistic operations modeling for the entire system. For this reason, it is important to be able to model the Peace and the Columbia basins and their interaction with the electricity markets in detail to truly reflect an optimal integrated system operation. The two reservoirs operation cannot be optimized separately as the benefits obtained from the operation of one reservoir cannot be directly specified as a function of the storage level in that reservoir alone. Rather, it is a function of both plants ( G M Shrum and Mica) . The challenge then is to model this large-scale multireservoir system in an integrated manner while addressing the different sources of uncertainty in a way that a large-scale stochastic program can handle. To solve this large-scale problem, a stochastic optimization model for the operations planning of a multireservoir hydroelectric power generation system is proposed. In this research work, the methodology adopted follows a Reinforcement learning (RL) artificial intelligence approach. The following sections describe the methodology followed in the development of the proposed Reinforcement Learning Reservoir Optimization Model ( R L R O M ) . The details of the mathematical formulation and the solution algorithm of the reservoir optimization problem are presented in the following sections. 58 4.2. Mathematical Formulation The primary objective of the proposed R L R O M model is to develop a set of system operation planning strategies that maximize the overall value of B C Hydro resources at every time period over a planning time horizon given the uncertainty in the forecasted domestic load, the forecasted market prices, and the random natural inflows. The main operation planning decisions consist of: the timing and quantities of import and export, in addition to the timing, location and quantity of water to store or draft from the reservoirs. Another significant outcome of the operation planning model is to establish the M V W in storage for the main multiyear storage reservoirs in the B C Hydro system. The established M V W obtained from the R L R O M model can potentially be used for estimating target storage values in the medium term optimization models. Moreover, the calculated marginal values can be used in making tradeoff decisions using the clearing prices for short term wholesale energy market transactions. Marginal values of water are determined from the derivative of the value function with respect to storage ($/cms-d). The following notation is used in the mathematical formulation of the R L model: J Number of reservoirs included in the R L Model , where {j e l,...,J} , Q Number of scenarios of random variables, where {a)€ 1,...,Q}, T final time period in a cycle (iteration or episode), N Iteration number or the age of the agent, Nmax M a x number of iterations, {Sj} A set of discretized storage volume for reservoir j, where Sj = {s\,s2j,...,s"J} in cms-d, rij Number of state discretization for reservoir j , d Number of actions, {A} Set of actions, where At ={a],a?,...,af}, 59 t Current time period (stage) in a cycle (iteration or episode), where t e {1, . . . , T}, Sj, Storage volume in reservoir j at beginning of the period t in cms-d, Sj , + 1 Storage volume in reservoir j at end of the period t in cms-d, s' State vector representing a possible combination of different storage increments of the different reservoirs within the state space where,s = (s[] ,s'^,..,s'J), with z\ e {\,...,rij}forj=l,..., J i n cms-d, a, Act ion (decision variable): forward sales (pre-sales) at time period t, where a e { ai,ci2,..., ad} in M W h , Ijt Local natural inflow to reservoir j in period t for scenario ax where a) e {1,.., £2} in cms, L® System load at time period t for scenario co in M W h , P® Market price at time period t for scenario coin $-Canadian/MWh, QT Turbine releases from reservoir j during period t in cms, Qs Spi l l flow from reservoir j during period t in cms, rt (s\ a) Rewards of taking action at and transition to state at end of period t in $- Canadian, Q, (s\a) Q-value function when the system state is s't and action at is selected at the beginning of time period t in cms, /, (s') Expected value function when the system state is s't in the beginning of time period (stage) t in $-Canadian, y Monthly discount factor of future rewards, cXn Learning rate (step size) parameter in iteration n, where n e {1, . . . , N}, e Vector of random events that influence the operation of the multireservoir system, where e = ( 7 ( U , Z ( U , P ( y ) , en Exploitation rate in iteration n (probability of random action in E -greedy policy), 60 n Policy, decision making rule, nis1) action taken in state s' under deterministic policy 7t, and 71 (s\ a) probability of taking action a in state s' under stochastic policy n. 4.2.1. SDP Formulation One possible way to solve this reservoir optimization Markovian Decision Problem (MDP) is to apply one of the traditional SDP techniques, such as the value iteration technique. This formulation involves a sequence of decisions in which each decision affects what opportunities are available in the future. For any given time period and at any starting state, the outcome from applying an action to a state depends only on the current state. Also , the effects of the outcomes are not deterministic. The basic structure of the SDP algorithm can be characterized by: t Discrete time, st State variable, at Control; decision to be selected from a given set, rt Reward signal, e Set of random variables, and T Horizon. The mathematical formulation of the reservoir optimization problem can be expressed as follows: Objective function: ft 0,') = Max E{y[rt (s't ,a„e,) + fl+] (s'+1)]} (4.1) a. Constraints: - A s . , <*,,,<*;,, V / e J , V s e S a\<a, <a" Vae A (4.2) (4.3) (4.4) 61 where C j - and Clj are the elements of the matrices representing the hydraulic connection between the reservoirs in terms of the turbine outflow and spill outflow respectively from reservoir j' to reservoir j. C7^ and C ^ = 0 i f there is no physical hydraulic connection between the reservoirs, C j - and Cfj=\ \fj-f, and C j - and Csfj=-\ for V/' 7' and reservoir j is physically connected to reservoir j'. For any given system state, the objective is then to maximize the expected long term value of resources resulting from the reservoir operating decisions taken in the current period and for decisions that could be made out in the future. Equation (4.2) represents the set of constraints describing the continuity of flow for each reservoir (/') considering the physical setting of any reservoir (jr) within the river systems. In case the storage exceeds the maximum limit the reservoir spills. The minimum storage is treated as a soft constraint and storage below the minimum storage constraint is penalized. Equation (4.3) represents the upper and lower limits on the storage constraint. Equation (4.4) represents the constraints on the upper and lower limits on the decision variable. 4.2.2. R X Formulation Similar to the conventional SDP methods, the mathematical formulation of the R L model is cast as a Markovian Decision Problem. The theoretical basis of the R L approach, as presented in the previous chapter, formed the foundation for the methodology adopted in the development of the reinforcement learning multireservoir optimization model ( R L R O M ) . In the proposed algorithm, the agent (controller) first interacts with a simulation environment that models the real reservoir system, to learn the optimal control policies (Figure 4.1). Once the agent learns the optimal value function, it can use its knowledge at any time period and in any given system state to control the 62 system or to estimate the M V W . Alternatively, the agent can keep on learning continuously as it controls the system, and it can adapt quickly to changing operating conditions and keep on updating and enhancing its knowledge about different operating conditions of the system. Scenarios of random variables Action a, Environment (( iOM) ' Agent ( R L Algorithm) ^ Observe Feedback r,(s',a), s't+i Figure 4.1. R L agent-environment interface in learning mode In this research, a reinforcement learning (Q-Learning) algorithm which relies on the stochastic approximation of the value iteration is adopted. The main idea of the proposed R L formulation is to apply a sampling technique while performing the iterations rather than computing the expected rewards and the transition probabilities. The transition state s'l+i and rewards r,(s,a) are generated from the state-action pair (st,a,) by simulation. This R L formulation can be regarded as a combination of value iteration and simulation. Accordingly, rather than estimating the value function for each state (Equation 4.1), one can compute a value for each state-action pair which is known as the Q-value or Q-factor applying the following Q-Learning formula: 63 Q? ( / , a) = Q?-1 (s\a) + a, j t f r , ( / , a) + max g ( V a)] - Q?~l ( / , a ) j (4.5) where N is the iteration number and t is the time period (stage). It should be noted that the discounting is applied to both of the current and future rewards as it is assumed in the model formulation that the rewards of each time period are realized at the end of each period. The details of the R L R O M model components and the proposed solution algorithm are described in detail in the following sections. The proposed R L R O M model is linked to a Generalized Optimization Model ( G O M ) for the hydroelectric reservoir optimization model as described in section (4.2.10). A t each time period, the agent sends a signal to G O M describing the state of the system s't and the action it has taken at. G O M returns an estimate of the rewards rt(s',a) that informs the agent how well it did in selecting the action, and it generates a set of transition states . The R L agent controls the forward sales (presales) decisions, and based on these decisions, G O M determines the optimal system operation in terms of the release and generation strategies. This agent-environment interaction process is performed at each time period over the planning horizon and for a set of generated scenarios that models the uncertainty in electricity load, market prices, and natural inflows. The stochastic modeling of these random variables is described in detail in section (4.2.8). While the main concern is to establish the optimal control strategies and the M V W of water in the two main multiyear storage reservoirs, linking the R L model with the G O M model allowed the inclusion of more reservoirs in the optimization process. The model optimizes the operation of the five main plants within B C Hydro system, namely: G M Shrum, Peace Canyon, M i c a , Revelstoke, and Keenleyside. Therefore, the operation planning decisions developed by the R L algorithm encompasses the major plants within the B C Hydro system. 64 4.2.3. State Space A t any time period, the state of the system is typically expressed as the amount of available storage in each reservoir at the beginning of that time period. The reservoir storage variable used to represent the system state is defined by a J dimensional space. The continuous storage of reservoir j is discretized to nj discrete storage values. The state space can be represented as a cartesian product of all state combinations as follows: {s\,...,s:}®...®^\,...y/} It is assumed that the number of discretized states for reservoir j is constant during the T periods of the planning study. 4.2.4. Action (Decision Variable) The decision variable considered in developing the R L model is the forward sales (pre-sales) to/ from the U S and Alberta markets. The decision variable (a,) is discretized at each time period to dt decisions. For each time period, the forward sales are subdivided into three categories namely: peak, high, and low to capture the effects of price variations during the heavy load hours ( H L H ) and light load hours ( L L H ) . Traditionally, the turbine release from each reservoir is the common choice of the decision variable in stochastic reservoir optimization models. However, in this form of the simulation based optimization of the reinforcement learning model, the turbine releases are calculated during the interaction process between the agent and the environment ( G O M ) . In the proposed R L model formulation, the turbine releases from the different reservoirs are based on the current state of the agent, the presale decision and the adopted scenario of the random variables. One of the main advantages to the choice of presales as the decision variable is that it reduces the dimensionality of the problem. This is mainly due to the fact that presale is a 65 system variable which is independent of the number of the reservoirs involved in the R L model. In comparison, i f the turbine releases were used as decision variables in the R L framework that increase the dimensionality of the decision space by many orders of magnitude. 4.2.5. Exploration/Exploitation Rate One possibility for the agent is to pick the action with the highest Q-value for the current state- this can be defined as exploitation. A s the agent can learn only from the actions it tries, it should try different actions ignoring what it thinks is best, some of the time- and this can be defined as exploration. A t the initial stages of the learning process, exploration makes more sense, as the agent does not know much. The adopted equation for estimating the probability that the learning agent should select the best action in the algorithm developed herein is proposed by Michael Gasser, (2004). The equation states that: e = \-e^ (4.6) where: £ = exploitation rate, N = the number of iterations or the age of the agent, and ^ - exploitation parameter. It is clear that as the number of iterations increases, the exploitation rate increases. Eventually, when the number of iterations gets larger, the agent w i l l tend to select the greedy actions, and these actions represent the policy learned by the agent. Figure (4.2) presents the exploitation rate as a function of the agent's age. 4.2.6. Learning Rate The learning rate a controls the step size of the learning process. In fact, it controls how fast we modify our estimates of the action-value function. Usually, the iterations 66 start with a high learning rate that allows fast changes in the Q-values and then the rate gradually decreases as time progresses - as shown in Figure (4.2). This is a basic condition to assure the convergence of the Q-Learning approach as identified by Sutton and Barto (1998). The adopted formulation in the developed model is a polynomial learning rate as given by Even-Dar and Mansour, (2003) as follows: a=VN¥ (4.7) where: 7V = Number of iterations (the age of the agent), \j/= Parameter, where (0.50,1.0). 0.5 0.4 0.3 0.2 0.1 0.0 i 1 1 1 1 1 r 0 20 40 60 80 100 120 140 160 180 200 Iteration Figure 4.2. Learning rate and exploitation rate 4.2.7. Rewards The reward function rt(s',a) is very important in the communication process between the environment and the agent. It helps the agent to learn how to perform actions that w i l l achieve its goals. Depending on the reward signal received from the environment, the agent perceives how well it did in selecting the action. Generally, the 67 objective is to maximize the sum of the reinforcements received from the environment over time. In the multireservoir problem we are dealing with is an infinite time horizon problem, therefore a discount factor, j, is introduced. In the multireservoir model, the agent should learn the operation policy ^(s1) that maximizes the benefits from taking action at when the agent is in state s'. ^»=Z; = 0 A + * + 1 (4.8) A t each time period, and based on the current state of the system and the agent's decision regarding forward sales, the optimization model ( G O M ) determines the optimal control strategy that maximizes the benefits. The reward function, which is selected to maximize the value of resources, is calculated at the end of each time period. The details of the G O M optimization model are presented in section 4.2.10. 4.2.8. Stochastic Modeling of Random Variables In modeling multireservoir hydro-electric power generation system, we are interested in establishing the optimal operation planning strategies and the expected value/marginal value of the resources given the uncertainty in natural inflows, electricity demand, and market prices. This problem is complicated because of the multidimensional probability distribution of the random variables and their inter dependencies. One approach to fit the marginal distribution of the random variables is to use time series autoregressive models. In these models, the autocorrelation of the random variables are modeled by a continuous Markov decision process. The methodology adopted in this research relies on approximating the continuous distributions and stochastic processes by discretization to a number of scenarios rather than the Markov description of the stochastic variables. To represent the inflow, electricity load, and market price random variables, a moment matching ( M M ) scenario generation approach developed by Hoyland et al. 68 (2003) has been adopted. In this approach, the marginal distributions are described by their first four moments (mean, variance, skewness, and kurtosis). In addition, the correlation matrix is also specified. The method generates a discrete joint distribution that is consistent with the specified values of the marginal distributions and the correlation matrix. The moment matching algorithm first decomposes the multivariate problem to univariate random variables that satisfy the first four moments for each random variable. Then, it applies an iterative procedure that involves simulation, decomposition and various transformations to preserve the original marginal moments and the correlation matrix. The details of the algorithm are given by Hoyland et al. (2003). Historical stream flow records for the Peace and the Columbia rivers are used to estimate the distribution properties of the inflow random variable. Considering the case of the Peace and the Columbia River systems and assuming a monthly time step in the R L R O M model, the number of random inflow variables for one year w i l l be twenty four, as inflow in each month is considered as a random variable. First, the first four moments and the correlation matrix for the twenty four variables are calculated. Then, this information is fed as an input to the M M model. The generated inflow scenarios, If, represents the cross and serial correlation between the inflows at the different time periods for the two river systems for one year. The outcome of this process is a reduced (manageable) number of inflow scenarios that preserve the properties of the original distributions. In the Pacific Northwest, electricity price variations are correlated to runoff volumes in the northwest. In dry years, power production falls and prices increase accordingly, while in wet years, there is more power available and prices decrease proportionally. Also , prices vary to a large degree across the day. Therefore, the average forecasted market prices are adjusted to reflect the relationship between runoff volumes and market prices. This relationship is represented by a regression relationship between the Dalles monthly runoff volume in the U S and the Mid-Columbia market price. The following 69 approach was adopted to represent the price variability in the R L R O M model. First, a stochastic variable for the annual Dalles runoff volume was introduced in the moment matching scenario generation model in addition to the twenty four inflow variables of the Peace and Columbia inflows. Then, the scenarios generated for the Dalles runoff were correlated to the heavy load hour ( H L H ) and light load hour ( L L H ) price factors (multipliers) using polynomial regression relationships. Finally, the average price forecast for the Mid-Columbia was multiplied by the H L H and L L H price multipliers to generate the H L H and L L H prices for the scenarios. B C Hydro's system load forecast was estimated using a Monte Carlo energy model. The load forecast is mainly impacted by: (1) the economic growth measured by the gross domestic product (GDP) , (2) electricity prices billed to B C Hydro's customers, (3) elasticity of the load with respect to electricity prices and economic growth, and (4) energy reduction due to demand side management (DSM) . The continuous distribution of the B C Hydro system load forecast is represented by the values of the median (P50) and the two quantiles (P5 and P95). Starting from these three points, the expected value and the variance of the forecasted load are then estimated using the method of Pearson and Tukey (1965). Then, a Monte Carlo simulation was carried out, using a Log-Normal probability distribution, to generate several thousand scenarios. The generated scenarios were then aggregated in a histogram with a specified number of intervals that represent the required probably distribution. Based on the generated data, the first four moments and the correlation of the electricity load with the inflow and price variables were estimated and used in the moment matching algorithm. The details of the data used, the results, and an analysis of the scenario generation process is presented in chapter 5. 4.2.9. Lookup Tables and Function Approximation During the experimental and testing phase of the R L R O M model development, the state space was discretized into a small number of points. The state space in this case is the reservoir storage levels for the different reservoirs. For this limited number o f state space variables, the learning process for the Q-values was implemented using lookup 70 tables. Lookup tables are used to store and update the function representing the value of water in storage at each time period. A t each time period, and for each discrete point on the state space, there exist a row of entries in the lookup table. The elements of each row are: reservoirs storage s', action at, reward value rt(s \ a) and Q-value Qt(s', a). In real applications of multireservoir optimization, the number of grid points grows exponentially as the number of reservoirs increases. This results in a much larger state space and the use of lookup tables becomes impractical. Accordingly, some sort of function approximation is required, which w i l l enable the calculation of the future value function ft+i{sr) at any point within the state space without the need to store every value. Two properties of this function need to be considered in the development process. First, the storage value function is typically a concave nonlinear function. Second, the target storage (end of period storage) of each reservoir is a function of the storage levels in other reservoirs. In this research work, two alternative techniques for function approximation were investigated. The first approach is a function fitting approach using polynomial regression. A n alternative function fitting approach was tested using a linear interpolation technique. However, instead of using one function to approximate the entire state space, it was divided into a finite number of segments or pieces using a piecewise linear (PWL) interpolation technique. The following figure illustrates an example of approximating the concave nonlinear value of water in storage function with four linear pieces. 71 Figure 4.3. P W L approximation of storage value function A s an example, sijit represents the third break point of reservoir 1 storage at time t for a given storage level of the other reservoirs. Similarly, ntjjj is the slope of the third segment of the P W L function of reservoir 1 at time t, and so,3,t represents the intercept of the curve with the storage axis. During the testing and development phase, the advantages of using P W L formulation over nonlinear formulation were noticeable in terms of more stability in the results and also faster implementation in the R L R O M model. The faster implementation is mainly attributed to the way that A M P L mathematical programming language handles P W L functions. In A M P L , P W L functions are defined by: a set of breakpoints (grid points of the state space), the slope of the different segments, and the intercept. In the course of the iterations, for any target storage point on the state space, the P W L function approximation is implemented to calculate the storage value function for the multidimensional state space as presented in Figure 4.4 in a 3D view. The P W L function deals with one state variable at a time. A s an example, consider the case of the value function being a function of the storage value in two reservoirs (for example: G M S and Mica) . First, P W L functions are constructed for the different storage grid points of M i c a as a function o f different storage levels in G M S as shown in Figure 4.5. A t the target storage of Mica , a P W L curve is constructed as a function of the different G M S 72 storage grid points. This P W L function was then used to evaluate the value of water in storage as shown in Figure 4.6. Figure 4.4. 3-D view of the P W L value of storage function as a function of G M S and Mica storage > —• m - - ~ ~ r. — j ! — » - " 1 • . -" ... — , • . . A " ' ' ' »- ' - - " x " " " A " " " " -»-- - " . . - • A - - - * • " " . " - - • — „ * - x - — - - - * - - . . . . . " . . . - - - A " • ' _ X . . - - - A . - —• a " ' Mica Target Storage <<-— Mica Storage (cms-d) Figure 4.5. 2-D view of the P W L value of storage function as a function of G M S and Mica storage 73 GMS Storage (cms-d) Figure 4.6. P W L value of storage function as a function of G M S storage at Mica target storage 4.2.10. Model of the Environment The R L agent needs to interact with an environment while learning to control the system. This environment could either be the real system or a model of the system. In this research work, the B C Hydro generalized optimization model, G O M , was used as the simulation environment of the real system. The G O M model was adapted from the short term optimization model (STOM) developed by Shawwash et al. (2000). G O M , which incorporates the basic optimization formulation of S T O M , was developed to give its user the flexibility for a more generalized form so that it can be used over longer time horizons and at various time resolutions. The model is currently used at B C Hydro as an analytical tool that assists the operations planning engineers to simulate and optimize the operation planning of the integrated B C Hydro system. The primary objective of the model was to develop optimal system operation schedule given a deterministic forecast of system inflows, domestic load and market prices while maximizing the value of B C Hydro resources. 74 G O M is a variable time step model with the capability to model sub-time steps in detail. The time steps may be hourly, daily, weekly, sub-monthly and/or monthly. The G O M system includes a detailed hydraulic simulation that calculates the hydraulic balance and calculates generation and turbine limits for each time step. Sub-time steps may be used to further divide the time step into shorter time periods to reflect different load conditions within a time step, as derived from the load-duration curves. For example, for a time step that is greater than or equal to a week, the load-duration curves are used to represent both weekday and weekend load shapes. The sub-time step thus provides a more detailed view of the load and resource balance, and the market trade-offs under different load conditions (i.e. super peak load, peak load, heavy load, shoulder load and light load hours). The load-resource balance and trade-off optimization is performed for each sub-time step. The non-linear power generation function is represented in G O M as a piecewise linear surface function where the generation is calculated as a function of the forebay level FBjt, turbine discharge QTp, and unit availability Up Gp = /(FBp, Qrp, Up). This function was developed with an optimal unit commitment and loading assumption. Accordingly, each point on the piecewise linear surface function represents the maximum generation attainable given the set of turbine discharge, forebay, and the number of units available for commitment. The procedure, which was followed to prepare these plant production functions for the B C Hydro plants is described in detail in Shawwash, (2000). The following figure illustrates an example of the P W L function for a typical hydroelectric power generating plant. 75 Forebay Level (m) D ischarge (m 3/s) Figure 4.7. Piecewise linear hydropower production function The formulation of the G O M model was modified to run interactively with the R L model as detailed below. A t each time step G O M receives the information from the R L model on the initial state of the system, it then updates the system constraints and solves the one stage reservoir optimization problem and then it passes the optimized results back to the R L model. During the learning phase of the R L agent, the information passed to the R L R O M model constitutes the transition state and the reward signal. In the final iteration, the optimal operation polices are derived, including the plant generation, market transactions (import/export), and turbine releases. Hence, linking the R L R O M with the G O M has the advantage o f capturing the diurnal variation in load, market prices, and generation schedules for the shorter periods within the time step, either during weekdays/ weekends or Heavy load hours ( H L H ) / Light load hours ( L L H ) . The following is a description of the G O M model formulation including the decision variables, constraints, and the objective function: 76 Decision Variables QT Turbine release from reservoir k at time period t and sub-time step h, in cms, Qs Spi l l (non-power) release from reservoir k at time period t and sub-time step h, in cms, Gk,t,h Generation from plant k at time period t and sub-time step h, in M W h , Sp°tus Spot transaction (import/export) to U S market at time period t and sub- time step h, in M W h , and SpotAB , Spot transaction (import/export) to Alberta market at time period t and sub-time step h, in M W h . Constraints Hydraulic continuity equation ^=Sj,,-\zlX;M,,,*ci+aM'cjH,*H,\2A V*,* (4.9) and at t=T: Sjl+i = 5 y >, (4.10) where: CTkj and C^. are the elements of the matrices representing the hydraulic connection between the reservoirs in terms of the turbine outflow and spill outflow respectively from reservoir k to reservoir j. CTkJ and C|.=0 i f there is no physical hydraulic connection between the reservoirs, CTkj and C ^ = l i f j=k, and CTkj and Cskj--\ for Vj*k and reservoir j is physically connected to reservoir k, Ht,h~ number of hours in sub-time step h at time step t and he(l,2, ...,h„), 77 Ht = number of hours in time step t. Storage bounds constraint S^-A5V,<oV,<6tr V * , / (4.11) where the storage is expressed as a P W L function of the reservoir forebay Fbk, Sk,t - f {Fbk,t). This function, which is not part of the optimization model, is used to relate the storage volume to the reservoir elevation (Forebay) within the G O M model. AS*,, is a variable representing the deviation from the minimum storage limit which is penalized in the objective function. In case the storage exceeds the maximum limit the reservoir spills. The minimum storage is treated as a soft constraint and storage below the minimum storage constraint ASk, is penalized in the objective function. Power generation constraint Gk,t,h = f(FBk,t,h > QrkJJ,' Uk,,,h) V*, / ,A (4.12) Total plant generation constraint G^^G^+G^OR, Vk,t,h (4.13) where: ORk = the percentage of operating reserve from plant k. The operating reserve is a specific level of reserve power should be available at all times to insure reliable electricity grid operation. GT - the total of plant generation and operating reserve from plant k at time period t, in M W h , and h sub-time step. 78 Load resources balance (LRB) constraint ILG4„. +GU-Gf,J,-SpotUSiU-SpotABut =LtM Vt,h (4.14) where: G'th = the fixed and shaped generation from other small hydro and thermal plants, not included as a decision variables in the optimization problem. Gf h = the forward sales; this information is passed at each time period from the R L model. Llh = the load at time period t, and at subtime step h in M W h . Spot US Transactions constraint T ^ S p o t ^ T ^ Vt,h (4.15) where TySm = the inter-tie transmission limit from B C to the U S and T^m is the inter-tie transmission limit from the U S to B C . Spot Alberta Transactions constraint T?->SPotABih>TAMl Vt,h (4.16) where TABax= the inter-tie transmission limit from B C to Alberta and TABm is the inter-tie transmission limit from Alberta to B C . 79 Generation limits constraint GMin<GT <GMax Vk,t,h ( 4 . 1 7 ) *./ 'k.i.1, kj v ' Objective Function (MaxRev): Maximize: {(SpotUSj + SpotABj )*Hlh *Pttl + G^ *Hlh *Pfih} +z^fc-«.)*^rKst K<*c*i v ' (4'18) where ^ is the forward market price. The MaxRev objective function maximizes the value of power generation at each time period t given a target reservoir level s^'1 and the marginal value of water MVWkN~l estimated by the R L R O M model. The objective function consists of four terms: The first and second terms represent the sum of the revenues from the spot transactions to both the U S and the Alberta markets and the forward sales, where Pt,h and Pf are the spot and forward market prices at time step t and sub-time step h. The third term accounts for the trade-off between the short and long term values of water in storage as the difference between the target (end of period) storage calculated in iteration A M and the target storage calculated in the current iteration multiplied by the marginal value of water calculated in iteration N-l. The fourth term penalizes the violation of the minimum and maximum storage limits (ASkj), where ck is the penalty for violating the storage limits specified in the R L model for reservoir k. 4.3. Solution Algorithm This section presents a detailed description of the solution algorithm o f the R L R O M model outlined in the previous sections. First, a description of the R L R O M solution algorithm using the tabular form for storing the Q-values is presented. This is followed by a description o f the function approximation algorithm that can be used for larger state space problems. The R L R O M model is implemented in the A M P L mathematical 80 programming language (Fourer et al., 2003). A C P L E X solver ( I L O G Inc.) implementing the simplex algorithm is used to solve the linear optimization problem of the G O M model. 4.3.1. RLROM Model Algorithm Using Lookup Tables A flow chart illustrating the different steps of the model algorithm is presented in Figure 4.8. A detailed description of the implementation of the R L algorithm in a procedural form is described hereafter: - Divide the state space {S} to a finite number of discretized states that covers the range between the minimum and maximum reservoir storage. - Define the number of stages T and the set of actions {A,}. - Use a graphical user interface (GUI) to process the data sets required in the model runs in the specified time steps and sub-time steps. These data include the load, price, and the transmission limits. - Run a batch of G O M model jobs for each point on the state space grid for each stage in the planning period. Store the results of the model in a tabular form. These lookup tables inform the agent at each starting state and at each action what would be the transition state and the corresponding rewards. - Run the Moment Matching technique and the Monte Carlo simulation described earlier to generate a specified number of scenarios i 2 o f the random variables: the natural inflow 7^, forecasted load//" , and forecasted market priceP t w . - A t the start o f the process, initialize the value function and the Q-values arbitrarily, or alternatively, set the values to zero for all states and state-action pairs. The R L agent moves forward in each iteration from stage 1 to the last stage T. To estimate the 81 Q-values, Q,(s',a), applying the Q-Learning update rule (Equation 4.5); the value function fl+] (s') = max Q"~] (s', a) at the end of period state s't+], the rewards rt, and the estimate of the Q-values Q"~x (s, a) are known from previous iteration. - Set the model parameters including: the discount factor % the initial values of the learning rate a and the exploration rate £ according to the adopted formulas described earlier in this chapter. - Set the number of cycles to Nmax. Where Nmax is chosen to be a large number that satisfies the convergence criteria, as described in detail in the following section. - Starting at the first stage, initialize the algorithm by randomly sampling the state space (i.e. randomly choose a point in the state space grid s'). - Randomly sample the stochastic variables from the scenarios generated from their probability distribution. - In the first iteration, the agent chooses action at randomly, as it has not learned yet any information about the Q-values. In subsequent iterations, the agent chooses the action at using the e-greedy policy ftt{s) derived from the learned Q-values Q^~x(s',a) where: fttis)G argmaxQN~ i(s',a) a€A ' - The agent interacts with the environment ( G O M model results stored in lookup tables) and it receives a signal depending on the chosen action and on the sampled scenarios in the form of the next stage state transition s'jl+l and a numerical reward r., ( / , a). - Apply the Q-Learning update rule (Equation 4.5) to estimate a new value for the Q- values, which can be presented in a general form as: 82 New Estimate <— Old Estimate + Step Size [Target - Old Estimate] (4.19) Store the new estimate of these Q-values as Qt(s',a). - The agent moves to the selected state in the next stage, sets the target state s'+1 in the first time period to be the initial state s't in the second time period. Repeat the procedure of sampling the action at using the e-greedy policy and determine the reward signal and the transition state until the agent reaches the final stage. - A t the final stage T, the agent is at state s'T. The agent repeats the same procedure as in the previous stages and receives the reward signal rT (s, a) and moves to the transition state s[. The Q-learning update equation for the estimate of the action-value function applies the following equation for estimating the future value function of the next stage: 7 ™ = (4-20) - The agent starts a new iteration. In this new iteration and in subsequent iterations, until the termination of the algorithm, the agent is always using the information it learned so far to update the future value function estimates (i.e. reinforce its learning of the re- values). In the beginning, the agent tends to explore more frequently, with a probability of (1-f), to gain more knowledge about how good or bad it is at taking the actions. Later on, and as the age of the agent increases, the agent becomes more greedy and it chooses the best action, max Qt+l (s', a), with a probability of e. However, the agent also explores a actions other than the greedy ones with a probability of (l-£). A s part of the convergence requirements (Sutton and Barto, 1998), the exploitation rate increases with the age of the agent and as the step size is decreasing (Figure 4.2). 83 - The above steps are repeated until convergence is achieved. The optimal value function J{s') and the optimal generated policies ?r*(s')e arg max Qt (s', a) are stored for ' a&A all elements of the state space. 8 4 Move to Next Stage State t=t + \ N=N + \ ( s t a r t ) Obtain Environment Data Generate Scenarios for Random Variables Initialize Agent I Initialize Q-Table Values Arbitrarily I Set N=\ No No Randomly Sample State Space T Sample Random Variables According to their Prob. Distribution Choose -J-Greedy Policy I Lookup Environment Model Results T Apply Q-Learning Algorithm to Update Q-Estimates Generate Optimal Solution T ( Stop ) Figure 4.8. R L R O M model algorithm using lookup tables 85 4.3.2. The RL Model Algorithm Using Function Approximation The algorithm presented above has the advantage o f avoiding the calculation and storage of the transition probability matrix. However, as the state space and the decision variables increase, the use of the lookup tables to store the action-value function becomes impractical. This is mainly due to the fact that the memory required to store the Q-values becomes very large. Accordingly, the algorithm is modified to allow for the use of a larger number of state and decision variables. Function approximation using a piecewise linear function (PWL) approximation technique is used to overcome problems with the storage of the value functions in the R L R O M model. In this case, the state space is a continuous functional surface rather than a J dimensional grid. One advantage of this method is that the target storage at every time period is not restricted to the grid points of the state space. Rather, it can be any value within the state space surface. The other advantage of this method is that it allows linking the G O M model to interact with the R L model on an on-line basis at each time step. A t each time step, the agent passes the sampled scenarios of the random variables and the sampled state-action pair to the G O M model. The G O M model optimizes the operation of the reservoirs and sends back to the agent a signal in the form o f a next stage transition and the rewards corresponding to the selected action. This flexibility, o f having the target storage take any value, increases the chances of finding a feasible solution in the G O M model runs. This is unlike the case requiring that an optimal solution at the grid points be found, which in some cases results in infeasible runs for the G O M model. To overcome this problem, a much finer state space grid needs to be generated, which further increases storage requirements for these optimization problems. Therefore, function approximation results in a significant reduction in computer storage requirements and a more robust algorithm implementation of the proposed system. Figure 4.9 presents a flow chart of the R L model algorithm using function approximation. The flow chart indicates the interaction of the R L agent with the model of the environment ( G O M ) online. Figure 4.10 displays a schematic representation of the R L R O M model algorithm using P W L function approximation. 86 A t each time period, the marginal value of water, MVWtj (s'), is calculated as the derivative of the value function j\s') with respect to storage in reservoir j: MVWtj (s) = dft 0 ') / dsj (4.21) The marginal value of water is updated after each iteration, and its units is converted from $/cms-day to $ / M W h using a conversion factor, HKJyh as function of reservoir storage: HK,, (s) = GJt (s) I QTj (s) (4.22) where Gjtt is the plant generation in M W h and QT is the turbine discharge in cms-day. 8 7 ( s t a r t ) Construct Environment Model [GOM] I Generate Scenarios for Random Variables Initialize Agent I Initialize Q-Table Values Arbitrarily Set N=\ — » ^ t=i Randomly Sample State Space T Sample Random Variables According to their Prob. Distribution Choose -*-Greedy Policy Generate Optimal Solution ^ ( Stop ) Figure 4.9. R L R O M model algorithm using Function Approximation 88 Tim e Period (0 Generated Scenarios Tim e Period (t+n Notation: / Time Period s' State Variable- (Storage) a Action (Pre-sale) L ' Load scenario P' Price Scenario / ' Inflow Scenario e [*-« 1 Q Value Function State Value Function • Rate of Learning Iteration No. r Rewards * Discount Rate MVW Marginal Value of Water O - Learning Update Equation: Updated Q-value = O/rf value+ 4 [New value - Old value] Temporal Difference (Reinforcement) Figure 4.10. Schematic representation of R L R O M model algorithm using function approximation oc 4.3.3. Convergence In stochastic dynamic programming, the optimality condition is reached when the solution is within a specified optimality tolerance. In general, the benefits of attaining the true optimal solution do not outweigh the time and cost of reaching the true optimal. The main concern in solving the stochastic reservoir optimization problem is to decide on how many iterations are sufficient to assure a good approximate solution. Reinforcement learning algorithms rely on stochastic approximation in the evaluation process o f the optimal value function f*(s'). Stochastic approximation is an iterative procedure that produces a sequence of solutions in such a way that after a finite number of iterations the temporal difference of the expected values approach zero with probability 1 (Gosavi, 2003). Accordingly, and as long as the Q-values are changing, we should continue to run the algorithm. A s the age of the agent increases, the step size parameter a decreases. When the step size value becomes smaller than a specified value, the algorithm could be stopped. A t this point the Q-values should stabilize and no change should occur for each state-action pair. After each iteration, of the R L R O M runs, the absolute difference ( A ^ ) between the estimated Q-value function in iteration N and iteration N-l is calculated at each time period as follows: = \Q? (S, a) - Qf-X (s\ a)\ \ft,s\a (4.23) The computation terminates when the difference in the Q-values between successive iterations ( A g ^ ) remains constant for several iterations and consequently the Q-values are said to converge to the optimal solution. Gosavi (2003) also suggests other criteria to stop the algorithm when the policy does not change after a number of iterations, and this could be explored in the future. 90 4.4. Summary The proposed R L approach outlined in the previous chapter, led a practical model, of the complex multireservoir system. Instead of modeling a single reservoir , the R L R O M model was developed for the B C Hydro's two main river systems, the Peace and the Columbia Rivers. The model was formulated to establish an optimal control policy for these multiyear storage reservoirs and to derive the marginal value of water in storage. The R L R O M model is presented with two solution algorithms: the first algorithm relies on the use of lookup tables to store the Q-values and the second algorithm, which allowed the extension to handle a larger scale multireservoir problem, relies on the use of the function approximation technique. The R L R O M model considers several stochastic variables: the domestic load, market prices, and the natural inflows. The use of the moment matching technique for generating scenarios of the load, inflow and price variables has the advantage of using a limited number o f scenarios to represent the random variables' statistical properties, in particular the moments and the correlation of extensive historical time series records. A large-scale hydroelectric reservoir optimization model ( G O M ) based on linear programming was integrated with the R L R O M model. In this way, the optimization process was extended to include the other reservoirs on the Peace and on the Columbia Rivers: the Dinosaur, the Revelstoke, and the Keenleyside reservoirs. This integration allowed more efficient on-line interaction between the agent and the environment to be carried out. It also made it possible to capture the diurnal variation of the price and load on shorter time periods. 91 5. MODEL TESTING AND IMPLEMENTATION 5.1. Introduction This chapter is structured as follows: First , a single reservoir optimization problem, representing a test bed for this research work was used to investigate capability of the R L approach to solve the reservoir operation planning problem and to gain experience with the R L technique. Three cases were considered to test the performance of the R L algorithm on problems of increasing size. Second, a two reservoir problem was tested using the multireservoir model formulation presented in the previous chapter. The objective of this test case was to investigate the potential use of the G O M model off-line as a model of the real system. Lookup tables were used to store the feedback information from G O M and the estimated Q-values from the R L algorithm for a subset of the full state space of the two reservoirs. F ina l ly , the R L R O M model was used to model the full state space and the function approximation R L algorithm was implemented for the B C Hydro two main reservoir systems. The G O M model was linked to run on-line within the R L algorithm. A case study is presented to demonstrate the capability of the model to solve the large-scale multireservoir operation planning problem. A s both of the G M S and the M i c a dams have multiyear storage capabilities, the model was run for a planning horizon of 36 months. The optimized storage value function, marginal value of energy for both of the G M S and the M i c a dams w i l l be presented and discussed. In addition, examples of the optimal control policies proposed by the R L R O M model w i l l be presented. The model output includes the optimized control policies for: market transactions, plant generation, and turbine releases for the five main plants in the Peace and the Columbia River systems. Initially, the model was run in training mode, where the R L agent learns the action- value function and the optimal control policies. Once the R L agent learns the optimal 92 control policies, the model can then be used to control the monthly operations planning decisions. The use of the R L model to control the operation planning for reservoir systems w i l l be presented and discussed. 5.2. Single Reservoir Model - Test Case A s a first step in investigating the capability of the R L approach to solve the reservoir operation planning problem, a single reservoir case was used as a test-bed. The problem was formulated and solved using the Q-Learning technique. The problem was also solved using the value iteration method of the stochastic dynamic programming (SDP) technique. The established optimized solution using the SDP model was used as a base line to evaluate the R L model results. Working on this problem provided useful insights about the R L approach. In addition, it was possible to gain experience on the sensitivity o f the model results to the various parameters used in the formulation. The following sections present a description of the case study, SDP and R L test model formulation, establishing the R L model parameters, and the model results. 5.2.1. Problem Description The system considered in this case consists of one reservoir. The supply from the reservoir is mainly used for hydropower generation. The hydropower producer operating the system generates the electricity to satisfy the local demand and for sale in the open market. The energy yield, depending on the inflows, is variable from period to period throughout the year and is governed by the following probability distribution: 93 Table 5.1. Probability of inflow for the different periods Inflow Volume (Energy units) Probability Period 1 2 3 4 5 6 7 8 9 10 11 12 10 0.10 0.15 0.30 0.25 0.10 0.15 0.30 0.25 0.30 0.25 0.30 0.10 11 0.20 0.25 0.20 0.20 0.20 0.25 0.20 0.20 0.20 0.20 0.20 0.20 12 0.30 0.30 0.10 0.15 0.30 0.30 0.10 0.15 0.10 0.15 0.10 0.25 13 0.25 0.20 0.15 0.25 0.25 0.20 0.15 0.25 0.15 0.25 0.15 0.15 14 0.15 0.10 0.25 0.15 0.15 0.10 0.25 0.15 0.25 0.15 0.25 0.30 The power producer requires 10 units of energy over each period to satisfy its demand and could store as much as 12 units. A n y energy stored but not used can be stored or sold in the following period. A marketer is wil l ing to pay a premium price for the producer's energy according to the scale below, i f the producer guarantees delivery at a certain time of the year: Table 5.2. Forward market price Units of Energy 0 . 1 2 3 4 Price ($) 0 1200 1000 800 800 If the producer contracts too much of its production, leaving less than 10 units for its own needs, then the shortfall must be made by purchasing energy on the spot market (spot buy) at $1500 per unit. A n y energy held at the end of the month, which the storage facilities can't store w i l l be sold on the spot market (spot sell) for $500 per unit. The producer limits transactions on the spot market to those that are absolutely necessary. The objective is to maximize the expected discounted profit over the foreseeable future, with an effective annual interest rate of 7%. 94 5.2.2. SDP mathematical formulation The following notation was used in the mathematical formulation of the single reservoir problem: t Time period, where te l , . . . , r i n month/s, a Forward sale (contract), where a GA in units of energy, s Reservoir storage, where s e S in units of energy, i Inflow volume, where iGl in units of energy, L Domestic load=10 units of energy, U Upper storage limit in units of energy, Spot_Buy/ SpotSell Spot market transactions (buy/sell respectively) in unit of energy, Spot_Buy_Cost/ Spot_Sell Rev Cost of buying / revenue from selling in $, Exp Spot_Buy_Cost/Exp_ Spot_Sell Rev Expected value of buy cost/sell revenue in $, Cont_Rev Forward sale (contract) revenue in $, Pspotjuyl PsPot_seii Price of spot buy / sell in $/unit of energy, Pj(a) Price of forward (contract) sale in $/unit of energy, R Rewards in $, y Discount rate, TP(st,it,a,st+i) Transition probability of moving to state st+i for a given state s,, action a, and inflow /, TPS(st,a,st+i) Transition probability of moving to state st+i for a given state st and action a, where Exp _ Spot _ Buy _ Re v(s, ,a) = Y Spot _ Sell(s,, /,, a) * Pspol_se!l * TP(s,, /,, a, sM ) ^.TPis^-s^L + a) V s!+l>U TPS(s,, a, st+l) = | TP(sl+x -s,+L + a) V U> sl+l > 10 ^TPis^-s^L + a) V *, + I <10 and f,(st) is the value function for state s in time period t. 9 5 The mathematical formulation of the SDP problem is as follows: Policy Rewards Calculation: R(s,, a) = -Exp _ Spot _ Buy _ Cost(s,, a) + Exp _ Spot _ Sell _ Re v(s,, a) + Cont _ Re vis,, (5-1) where: i Exp_Spot_Buy_Cost (s„a) = SPot-Buyist^t^a)*pspo,-buy * T P (s,,it,a,s!+1)(5.2) Exp _Spot _Buy _Rev(s,,a) = £ Spot _Sell(st,i,,a) * Pspol_sell * TP{s,,i,,a,st+l) (5.3) Contract _RQv(sna) = Pf(a)*a (5.4) Constraints: Constraint on reservoir storage (state variable): U>s, >10 (5.5) Constraint on forward sales (decision variable): 0 < a < 4 (5.6) Spot transactions (sell) constraint: i f st+i>U Spot_Sellt - st+i - U (5.7) Spot transactions (buy) constraint: i f st+i<lQ Spot_Buyt = 10 - st+i (5.8) Hydraulic continuity constraint: st+l =st+it-Lt-a (5.9) and U>s„, >10 96 Objective Function /, (sl) = mJiR(slta) + r*Yu U + i(0*rPS(s , ,a,* f + 1 )]} (5.10) The optimal policy nt is: n] (s) - arg max .fc„fl)+r*2;, l+1l/Wi(*i+.)*7P5c (5.11) a 5.2.3. RL mathematical formulation The same set of constraints, as described above in the SDP formulation was used in the R L model. However, the rewards and the objective function were calculated differently. A s described earlier in chapter 3, the R L Q-Learning algorithm relies on sampling the state, action, and random variables to calculate the rewards instead of calculating the expected values of rewards as described above for the case of the SDP algorithm. Accordingly, there was no need to calculate the transition probabilities. Rewards in the R L formulation were calculated as follows: Rewards Calculation: rt (s,a) = -Spot _ Buy _ Cost(st, it, a) + Spot _ Sell _ Re v(s ( , /,, a) + Cont _ Re v(s,, a) (5.12) where: Spot _ Buy _ Cost{st, it, a) = Spot _ Buy{st, it, a) * Ps spot-buy (5.13) Spot _ Buy _ Re v{st, it, a) = Spot _ Sell (st 9 it, d) * P spot-sell (5.14) 97 Contract _ Re v(s, ,a) = Pf(a)* a (5.15) Objective Funct ion The Q-Learning update rule was used to calculate the state-action value function (Q- Value): Q?(s,,a) = Qr (s,,a) + a,{rt (s„a) + y*maxQ?J(sl+l,a)]-Q?~{(s,,a)} (5.16) a From this we get: f,(sl) = maxQl!(sl,a)) (5.17) n](s,)e argmaxQN(s,,a) (5.18) a where (s,a) is the state-action value function at time period t and iteration N, r(s,a) is the sampled rewards for state s and action a as calculated in Equation 5.12. The problem was formulated in A M P L and was solved using the Q-Learning algorithm described earlier in section 3.4.3.2. For comparative and evaluation purposes, the SDP problem was also solved using the value iteration algorithm. Three cases were modeled for this test problem, as follows: Case 1: Considering three states (10-12) and four stages. Case 2: Considering three states (10-12) and twelve stages. Case 3: Considering ten states (10-19) and twelve stages. 98 5.2.4. Solution Steps of Q-Learning Algorithm The following is a presentation of a step by step procedure of the Q-Learning solution algorithm applied in solving the single reservoir problem: Step 1 Set the model parameters including: the annual discount rate y= 0.07, the exploration rate exponent £ = 0.000045, and the learning rate exponent 0.61. The ^ and y/ constants are used to calculate the exploitation rate and the learning rate respectively (equations 4.6 and 4.7). Set the number of iterations Nmax - 10,000. Step 2 Initialize the state-action value function (Q-Tables) to zero for all state-action pairs, Q,(s,a) - 0. Step 3 Starting at the first stage; initialize the algorithm by randomly sampling the state space, i.e. randomly choose a point from the discretized reservoir storage (state space), for examples,1 e {10,11,...,19}. Step 4 Randomly sample the inflow variable according to the probability distribution in time period one, where/, e {10,11,...,14}. Step 5 The agent chooses action ai (forward sales or contracts) randomly, where ax e {1,...,4}. In the first iteration, for all the stages te {1,...,12}the agent chooses the action at random as it has not yet learned any information about the Q-values. Step 6 The agent interacts with the model of the environment. The chosen action and the sampled inflow scenario are simulated. The agent receives a signal in the form of the transition to the next stage state sl2 based on the hydraulic balance equation (5.9) and a numerical rewardr, (s,a) as calculated in equation (5.12). The rewards are calculated as the sum of the spot and contract sales. 99 Step 7 The learning rate a is calculated using equation (4.7). Step 8 Apply the Q-Learning update rule (equation 5.16) to calculate a new estimate for the Q-value as follows: 2," (s,, a) = Q?~x {st ,a) + a, \rt {s„a) + y* max (sM, a)] - Q?~l (st, a)} a The first term of the equation represents the initial action-value function (Q-value) in this iteration (N=l) and at this time period (t=l), Q*(sx,a). The second term represents the reinforcement achieved to the initial estimate of the Q-value. This is calculated as the difference between the new Q-value{y*rx{sx,a) + maxQl(s2,a)) and the initial estimate a of the Q-value (Q\{sx,a)) multiplied by a step size (learning rate, a,). This equation can be represented in general form as follows: New Estimate <— Old Estimate + Step Size [Target (New Estimate) - Old Estimate] The New estimate explained above is the sum of the rewards achieved in this time period t and the discounted value function at the transition state in time period t+1. Store the New Estimate o f the Q-values as Q ' ( i „ a ) . A t this point, for stage 1 and time period 1 we have a new state-action estimate (Q-Value) for the visited state-action pair. The other state-actions remain unchanged (zero). Next visit to this state-action pair, may be in iteration 50, the agent uses the stored Q-value Q\{sx,a) as the Old Estimate and apply the same update rule to calculate the New Estimate(sx,a). The best policy (corresponding to the maximum Q-value) is always updated after each visit to a state and calculating the Q-values for the sampled state-action. Step 9 The agent moves to the selected state in the next time period, s\. The procedure of choosing random action at and determining the reward signal and the transition state is repeated until the agent reaches time period T. 100 Step 10 The agent starts a new iteration (N=2). A t the first time period (t=\), sample the state space randomly, sf. Calculate the exploitation rate £ applying equation 4.6. The agent chooses the action ai using the e-greedy policy. Accordingly, with probability £, the agent is choosing the best action estimated so far, max Q? ( j , , a). In the beginning, a the exploitation rate is small and the agent tends to explore more frequently, with a probability of (1-e), to gain more knowledge about how good or bad it is at taking the actions. Later on, and as the age of the agent increases, the exploitation rate increases and the agent becomes more greedy and it chooses the best action with probability £. Steps 3 to 9 are repeated until convergence is achieved. However, starting from iteration 2 and in subsequent iterations, until the termination of the algorithm, the agent is always using the information it has learned so far to update the Q-value function estimates (i.e. reinforce its learning of the Q-values) applying the e-greedy policy rather than randomly selecting the actions as in the first iteration. The optimal value function J[s) and the optimal generated policies 7T*(s)e a rgmax£) , ( . s ,a) are stored for all elements of the state space. Prior to illustration and discussion of the results, the following section presents the process followed in establishing the parameters that were used in the R L algorithm. 5.2.5. Establishing the parameters of the RL Algorithm In the initial tests of using the Reinforcement Learning technique to solve the single reservoir problem, a series of runs was performed to establish the appropriate settings of the R L algorithm parameters. The following sections present examples of the runs, which were performed for establishing the exploitation rate and the learning rate R L parameters. Case 2 (considering 3 states and 12 stages) was selected as an example to present the results for a fixed number of iterations N = 8000 in all runs. 101 5.2.5.1. Exploitation rate The effect of changes in the exploitation rate parameter was investigated first using a constant exploitation rate parameter e ranging from 0.2 to 1.0. For the rest of the cases a variable exploitation rate was used. The variable rate was expressed as a function of the age of the agent as outlined in Equation 4.6 with the value of parameter ranging from 0.00001 to 0.0001. For both cases (constant and variable exploitation rate) a learning rate parameter y/= 0.5 (Equation 4.7) was used. Figure 5.1 presents the results for this set of runs for both constant and variable exploitation rates. The maximum error in the value function is presented as a percentage of the maximum difference from the solution derived by the S D P model. The results of these runs indicate that varying the exploitation rate with time appears to provide the best performance. UJ .Q.01 \ , , , , , , , , , , 0 1 2 3 4 5 6 7 8 9 10 Run Number Figure 5.1. Effect of varying the exploitation rate Examining the convergence behavior of the solution (as an example, at time period t=5 and state 5=11), Figure 5.2 shows that the expected rewards increase with increasing experience of the learning agent. A t the beginning of the iterations, the estimated value function increases significantly. However, the rate of increase gradually decreases until it diminishes, as the algorithm converges to the optimal solution. It is clear that when a 102 greedy policy is consistently followed, it results in a poor quality solution, compared with other e-greedy policies (using either a constant or variable exploitation rate with e smaller than 1). Following the greedy policy, the value function starts to increase and levels off earlier and at a lower level compared to other policies (at about 0.95 of the optimal solution). On the other hand, the e-greedy method is capable of reaching close to the exact solution. The e-greedy method performs better as the agent continues to choose the action randomly at a small fraction of time and therefore it has a better chance to find a better approximation to the optimal solution. Figure 5.3 illustrates the robustness of the Q-Learning method over a wide range of values for the exploitation rates parameter £ Iteration Figure 5.2. Convergence of Q-Learning solution applying different exploration-exploitation policies 103 Iteration Figure 5.3. Performance of different e-greedy policies 5.2.5.2. Learning rate To establish the best value for the learning rate parameter, and to determine the sensitivity of the solution to the variation in the learning rate, sets of runs were performed using constant learning rates a of 0.15 and 1.0. Also , a polynomial learning rate was used (Equation 4.7) with the exponent yr ranging in value from 0.5 to 1.0. The same exploitation rate was used throughout the runs assuming 0.0001. Figure 5.4 demonstrates that by gradually reducing the learning rate as the number of iterations increases, the model convergence to a better quality solution (lower error in the value function). The best results were obtained by setting ^=0.6 and the accuracy of the solution deteriorates i f y/ is either increased or decreased. Figure 5.4 shows that the error in the value function could have a V shape relationship with the learning rate, which stresses the importance of experimentation with these parameters prior to the adoption of the values for use in the R L algorithms. 104 0.10 -. 0.09 - c 0.08 - 0.00 -I 1 : 1 — < 0 2000 4000 6000 8000 Iteration Figure 5.4. Performance of different learning rates 5.2.6. Results To examine the quality o f the solution obtained using the R L approach for the single reservoir problem, the results of the three test cases described earlier were evaluated. First, the R L model parameters for each of the three test cases were established using a variable exploitation rate parameter ^and learning rate parameter y/. The following table presents the parameters and the number of iterations used for each of the test cases. Table 5.3. Test cases study parameters Test Case Iterations Exploitation rate parameter (O Learning rate parameter Case 1 15,000 0.000065 0.59 Case 2 15,000 0.000050 0.58 Case 3 20,000 0.000045 0.61 The convergence of the value function is presented in Figure 5.5. The results indicate that for all 3 test cases, the R L model was capable of converging to an optimal solution with a very little difference from the solution derived by the SDP model. The error in the value function is defined as: 105 Error = max (5.19) where f is) is the value function obtained using the SDP model. 0.100 c o c S UL ii I C 'I 0.040 LU 0.080 0.060 0.020 0.000 - - - C a s e 1(3 s t a t e s a n d 4 s t a g e s ) — C a s e 2(3 s t a t e s a n d 12 s t a g e s ) C a s e 3(10 s t a t e s a n d 12 s t a g e s ) 5000 10000 15000 20000 Iteration Figure 5.5. Convergence of the value function The maximum relative error in the value function derived by the R L model for each of the three cases was: 0.0009, 0.0005, and 0.0009 respectively. For each stage, the mean relative error (MRE) in the R L solution was calculated and listed in Table 5.4. The MRE was calculated as: MRE,=—Y (5.20) The results indicate that the mean relative error does not exceed 0.04%. Table 5.4. Mean relative error (%) for the single reservoir R L model Period 1 2 3 4 5 6 7 8 9 10 11 12 Case 1 0.03 0.04 0.03 0.04 - - - - - - - - Case 2 0.02 0.02 0.03 0.02 0.03 0.03 0.01 0.03 0.02 0.04 0.03 0.02 Case 3 0.03 0.02 0.03 0.03 0.02 0.02 0.03 0.03 0.03 0.03 0.03 0.04 106 The optimal value function derived by R L Q-Learning and SDP models were superimposed and compared. Figure 5.6 presents the study results for stages 6 and 12 of the single reservoir test case 3. The results indicate a close match of the value function obtained by the R L and the SDP models. 335,000 334,000 Stage 6 = 330,000 CD > 329,000 328,000 327,000 13 14 15 Storage 335,000 334,000 333,000 332,000 -I 331,000 330,000 329,000 328,000 327,000 Stage 12 14 15 16 Storage Figure 5.6. Value function obtained by R L and SDP at time periods 6 and 12 Figure 5.7 displays the optimal forward sale policies derived by both of the R L and SDP models for stage 6 and stage 12. The operating policies suggested by the SDP and R L model were identical. A s the results presented suggest, it is more profitable to contract more energy, as the storage in the reservoir increases. 107 Stage 6 4 n Storage Stage 12 10 11 12 13 14 15 16 17 18 18 19 Storage Figure 5.7. Optimal policies derived by the R L and SDP models at time periods 6 and 12 The results obtained indicate that for all o f the three test cases the performance of the R L is stable and provides a good approximation to the optimal solution. The results also, interestingly, show that the number of iterations required to reach convergence are not affected by the size o f the state space. This also provides a good measure of the robustness of the R L approach. Consequently, the single reservoir test case offers some useful insights on the potential use of the R L algorithms in handling the larger scale multireservoir problem, which w i l l be discussed next. 108 5.3. Two Reservoir Model - Test Case This test case was used as a building block for the development and the implementation of approach to the large-scale multireservoir problem. This case study provided a way to test the performance o f the algorithm in handling larger scale problems. The R L Q-Learning model was run for a finite number of iterations until it converged. Convergence was assessed in terms of the difference between the current solution and the previous iteration solution, as suggested by Gosavi, 2003. The derived R L model optimal solutions were then compared with the S D P model results. 5.3.1. System Modeling The system considered in this test case consisted of the G M S generating plant at the Will is ton reservoir and the M C A generating plant at the Kinbasket reservoir on the Peace and Columbia Rivers respectively. The state variables include a subset of the full G M S and M C A storage volumes. The G M S storage state variable was discretized to 30 increments covering the range from 260,000 to 410,000 cms-day, and 5 increments for M i c a ranging from 245,000 to 285,000 cms-day. Accordingly, the state space for each time period consists of 150 storage combinations for both reservoirs. In addition, a provision was made in the formulation to account for the system electricity demand in the state space. Table 5.5 presents the forecasted system electricity load and the peak load in the four time periods considered in the model runs, each consisting of three months. Table 5.5. System load and peak demand Period 1 2 3 4 Load - M W h 4,983 5,362 5,804 5,872 Peak - M W 8,820 9,720 10,458 10,219 109 To test the performance of the proposed R L multireservoir model, the historical inflow data for water years 1964 -1968 were used in five scenarios o f the random inflow variable. The monthly inflow data to the reservoirs on the Peace and the Columbia system and the assumed scenario probability associated with each o f the inflow sequences are presented in Table 5.6: Table 5.6. Peace system inflow scenarios (cms) Scenario Prob. Peace Columbia CO Period 1 2 3 4 1 2 3 4 1 0.10 1180 787 354 326 1000 570 308 272 2 0.20 1100 644 278 258 673 582 330 267 3 0.30 788 551 358 307 694 437 357 288 4 0.25 1150 579 275 499 759 501 291 285 5 0.15 823 692 342 208 718 492 312 264 Monthly price forecasts for the U S and Alberta markets were used to represent the market conditions in the northwest. Table 5.7 presents the heavy load hours ( H L H ) and light load hours ( L L H ) price forecast corresponding to the five inflow water years. Table 5.7. US and Alberta market price forecast ($/MWh) CO P CO US P CO AB H L H L L H H L H L L H 1 2 3 4 5 32.78 41.41 36.08 39.20 34.18 32.93 40.61 36.35 38.97 34.53 34.53 43.62 38.01 41.30 36.01 34.69 42.78 38.29 41.06 36.37 The range of the forward transactions decision variable was discretized to 5 decisions. Each decision was distributed between the heavy load hours and light load hours. 110 Table 5.8. Range of forward transactions Period 1 2 3 4 LLH-EVIP Minimum 57 32 48 48 GWh Maximum 287 158 239 239 H L H - E X P Minimum 97 107 84 111 GWh Maximum 484 535 419 553 where I M P and E X P are the imports and exports respectively. 5.3.2. Results and Analysis The problem formulation was described in detail in the previous chapter. The R L model was run on a three month time step for four time periods. To simulate the behavior o f the real system under different inflow and release conditions, the G O M model was used off-line in batch mode prior to performing the R L model runs. The G O M model was run on a daily time step with three sub-time steps during the weekdays and one time step during the weekend. The purpose o f running G O M on a finer time step than the R L model was to capture variations in the load and prices that occur in a typical day. First, a batch of 15,000 runs was carried out to cover all possible combinations of: the storage state variable, inflow, and forward sale (decision variable) for the four time periods (30*5*5*5*4=15000). For each run, the G O M model generates the optimal system rewards and the transition state, which are then stored in lookup tables for use in the R L model runs. Values for the R L model parameters of y/- 0.5 and ^- 0.000025 were adopted for the model runs. The model was set to run until it converged, which was achieved after 80,000 iterations as shown in Figure 5.8. I l l 250,000,000 UJ 200,000,000 150,000,000 • | 100,000,000 re 50,000,000 0 10000 20000 30000 40000 50000 60000 70000 80000 Iteration Figure 5.8. Convergence of the R L model The R L model results were compared to the optimal solution derived by the SDP model. Figures 5.9 presents a sample of the optimal value functions estimated by the R L and the SDP models. The storage value function for different G M S storage levels is given on the abscissa for five M C A storage levels. The graph demonstrates the capability of the R L model to converge to near optimal solution with a mean relative error not exceeding 0.0256. The results also indicate the stability of the model for the different time periods. The M R E for each of the four stages is given in the following table: Table 5.9. Percentage of Mean relative error for the two reservoirs R L model Period 1 2 3 4 M . R . E (%) 2.35 2.56 2.44 2.37 112 Figure 5.9. G M S storage value function as a function of M C A storage The optimal operating policy obtained by the R L model was also evaluated. Assuming different initial storage levels for G M S and M C A and for several inflow scenarios, a number of simulation runs were carried out using the optimal policies at each stage for both the R L and the SDP model. For the different inflow scenarios and starting conditions, the simulation results were found to be identical to those derived by the S D P model. Two examples of the simulation run results are illustrated in Figure 5.10. Stage - Month Stage - Month Figure 5.10. Simulated optimal operation planning policy 113 Results from the two reservoir test model clearly demonstrated the capability of the R L model in solving the problem and obtaining a good approximation of the optimal value function. Using the G O M model, in batch mode has the merit of providing the feedback information needed for the R L model in an off line setting. This resulted in a speed up of the R L model runs. However, some infeasibility difficulties were encountered with this mode o f G O M runs, as the model could not always find the optimal solution at the grid points for the storage state space as it had a coarse grid structure. This problem has occurred since the feasible optimal solution may exist at any point in the state space that is not necessarily at an exact point of the coarse grid. Consequently, there was a need to use a finer grid structure. For the state space used in this study, a batch of 15,000 G O M runs was performed. To cover the whole state space, the amount of data management and C P U time would increase significantly and it would become impractical for use in this study. This problem was dealt with during the implementation phase of the R L R O M as w i l l be described in section 5.4, through the use of function approximation instead of lookup tables. 5.3.3. Efficiency of the R L Algorithm A series of runs were conducted to assess the efficiency of the R L model in terms of the computational speed. The run time ( C P U time) of the R L model was compared to that of the SDP model. Assuming s1 state discretization, t time periods, a decision variables, e scenarios of random variables, then the problem size becomes (s.t.a.e). The two models were run for different problem sizes ranging from 900 to 178200. Figure 5.11 displays the variation in computational time needed for the R L and the S D P models with problem size. The figure clearly demonstrates that the SDP model run time appears to be increasing quadratically as the size of the problem increases whereas the R L model has a linear run time relationship with the problem size. These results suggest that the R L model is more efficient in terms of computational time as the size of the problem increases larger than 150000. 114 If the SDP were to be used to solve the two reservoir problem covering: the whole state space assuming 59000 states, 36 time periods, 10 scenarios, and 5 actions, the problem size is in the order of 10 . Using a polynomial regression relationship established from the results presented in Figure 5.11 indicates that the estimated time for S D P to solve a problem of 10 6 in size would be impractical. It can be concluded from this analysis that the R L overcomes the dimensionality problem through the potential use of sampling and function approximation techniques as w i l l be presented next. 500 450 400 350 300 250 200 150 100 -| 50 0 --•--SDP — . RL 200000 400000 600000 800000 1000000 Problem Size Figure 5.11. Comparison of the R L and SDP C P U time 115 5.4. R L R O M Multireservoir Model Implementation - Case Study The storage and generation facilities on the Peace and Columbia Rivers dominate the system operation planning function at B C Hydro. It is wel l recognized by the system operation planners that proper planning of the system should consider the coordinated operation of these two systems, and that they should be integrated together in one model. This section presents the results o f implementation o f the R L R O M model on B C Hydro's main reservoir systems on the Peace and the Columbia Rivers while addressing the uncertainties that are usually encountered by the system operator, namely: the natural inflow, the system electricity load, and the market price. A case study w i l l be presented to illustrate the capability of the R L R O M model to provide answers to this complex operation planning problem. The main outcomes of the R L R O M model are: the optimal control planning policy for the system, the estimated value of water in storage, and the marginal value of water in the main reservoirs of the B C Hydro system. The capabilities of the R L model to handle the dimensionality problem are also demonstrated. Several enhancements were made to the R L model and to the approach that was presented in the previous section. The moment matching scenario generation methodology described in the previous chapter was used to generate a finite set of scenarios that portrays the properties of the random variables. To deal with the larger state space, the R L algorithm with function approximation was used instead of lookup tables. The storage value function w i l l be represented by a continuous piecewise linear function, fls'). In addition, the formulation of the R L R O M model was modified to allow for on-line interaction with the G O M model at each stage in the iterations. This setup has provided the G O M model with the flexibility to find the optimal solution at any point on a continuous state space. In addition, this setup has avoided the infeasibility problems that were encountered in the G O M batch runs using the grid structure of the state space as described in section 5.3. 116 5.4.1. Description of the Case Study This case study considers the operation planning of B C Hydro's hydroelectric generating plants on the Peace River and on the main stem of the Columbia River. These two systems account for about 65% of the total B C Hydro generation capacity of about 11,000 M W . The production schedules for all other hydro projects were fixed at their normal operation. The most significant of these resources include hydro projects on the Bridge River, Campbell River, and other small hydro systems and thermal generation plants such as Burrard and Island Cogeneration plant (ICG). The hydroelectric system on the Peace River is located in the northern interior of British Columbia and it consists of: (1) The W . A . C . Bennett dam (Williston Reservoir) and the G . M . Shrum generating station (GMS) and (2) The Peace Canyon dam (Dinosaur Reservoir) and the Peace Canyon generating station (PCN). The Peace system supplies approximately one third of B C Hydro's annual energy production. The powerhouse of the G M S generating station is equipped with 10 generating units with a total capacity of 2,730 megawatts ( M W ) . The average annual inflow to the Will is ton reservoir is about 1,080 m 3/s and its drainage area is about 68,900 k m 2 . Will is ton reservoir is a multiyear storage reservoir and is the largest in the Province, with a live storage capacity of 39,471 mil l ion m 3 . The reservoir reaches its lowest operational level (645 m) in A p r i l and M a y and its maximum water level (672 m) in September and October. The Peace Canyon dam is located 23 kilometers downstream of the Bennett dam with a generating capacity of 694 M W with 4 generating units. The Dinosaur reservoir inundates 9 k m 2 with a very small local natural inflow and is normally operated between elevations 500 m and 502.9 m. The G M S and P C N generating stations are typically operated in a hydraulic balance and the flow is tightly controlled during the winter season to manage downstream ice conditions on the Peace River. 117 The Columbia basin is situated in the southern interior of British Columbia. The main hydroelectric facilities on the Columbia River comprise: (1) M i c a dam (Kinbasket reservoir) and M i c a generating station ( M C A ) , (2) Revelstoke dam and reservoir and the Revelstoke generating station ( R E V ) , and the Hugh Keenleyside dam (Arrow lakes reservoir) and Arrow lakes generating station ( K N A ) . M i c a and the Hugh Keenleyside projects were constructed under the Columbia River Treaty and are operated to maximize the mutual benefits to Canada and the U S , with respect to flood control and power generation. The M i c a generating station consists of 4 generating units with a generating capacity of 1805 M W . The Kinbasket reservoir, which is the second largest multiyear storage reservoir within B C Hydro system, has a live storage capacity o f 14,800 mil l ion m 3 . It receives an average annual inflow o f 586 m 3/s from a drainage basin of 21,000 k m 2 . The Revelstoke dam is located about 130 km south of the M i c a Dam. The Revelstoke generating station also has 4 generating units with a total generating capacity of 2000 M W . The drainage area upstream of the Revelstoke dam is about 5,500 k m 2 , and the average annual local inflow is 221 m 3/s, which is predominantly snowmelt driven. The maximum operating elevation is 573.0 m with a normal daily fluctuation of about 1.0 m. The Arrow lakes are about 230 k m long downstream of the Revelstoke Dam. Their drainage basin is about 10,000 k m 2 . The inflows to the Arrow lakes are regulated by the M i c a Dam. Arrow lakes generating station has 2 generating units with a capacity of 185 M W . Throughout this section, the Peace and the Columbia main five reservoirs/dams/ generating stations w i l l be referred to as: G M S , P C N , M C A , R E V , and K N A . 5.4.2. I npu t D a t a This section presents a summary of the historical/ forecasted data that were used as inputs in the case study. Also , the physical and the operating limits for the five reservoirs considered in this case study are outlined. The case study is set to run on a monthly time step, which was then subdivided to three sub-time steps for weekdays ( W K ) and one time 118 step for the weekend (WE). Weekends include Sundays and holidays. The weekday time steps were split to: peak ( W K P K ) , high ( W K H I ) , and the low ( W K L O ) sub-time steps with 2, 14, and 8 hours respectively. The subdivision into sub-time steps enhances representation of the hourly variation in system load and market prices. Table 5.10 presents the monthly hours in each sub-time step for typical months in a non-leap year. Table 5.10. Monthly Hours in each sub-time step Month Sub-time step Total W K P K W K H I W K L O W E October 52 364 208 120 744 November 48 336 192 144 720 December 50 350 200 144 744 January 52 364 208 120 744 February 48 336 192 96 672 March 52 364 208 120 744 April 48 336 192 144 720 May 50 350 200 144 744 June 52 364 208 96 720 July 52 364 208 120 744 August 50 350 200 ' 144 744 September 50 350 200 120 720 5.4.2.1. Inflows The characteristics of the local natural inflows to the five reservoirs on the Peace and Columbia Rivers are given in Table 5.11. The historical records considered covers 60 water years for the period of 1940-2000. Figure 5.12 presents the average monthly inflow and the cumulative monthly inflows. The inflows, which mainly result from snowmelt, typically increase in A p r i l and May, peak in June and July, and taper off in January. Figure 5.13 presents the normalized cumulative distribution of the average monthly inflows for the five reservoirs in this study. 119 Table 5.11. Annual average reservoir local inflow characteristics in cms River Peace Reservoir Williston Dinosaur Dam G.M. Shrum Peace Canyon GMS PCN Average Minimum Maximum Std.Dev. 12,940 321 9,158 1 17,197 1,618 1,750 353 Columbia Kinbasket Mica MCA 6,891 5,578 8,726 678 Revelstoke Revelstoke REV 2,821 2,112 4,030 379 Arrow Keenleyside KNA 4,256 2,141 5,518 834 4000 Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug S e p M onth Figure 5.12. Average monthly reservoirs local natural inflows Figure 5.13. Normalized cumulative monthly distribution of the average annual reservoirs local natural inflows 120 5.4.2.2. Market Prices Table 5.12 and Figure 5.14 present the average monthly market price forecast for each sub-time step. It was assumed that the peak and the high weekday prices are equal and that the weekend market prices were equal to the ( W K L O ) weekday sub-time step. Table 5.12. Average monthly market price in each sub-time steps ($/MWh) Month WKPK W K H I WKLO WE October 54.23 54.23 52.39 52.39 November 58.95 58.95 54.92 54.92 December 63.02 63.02 49.57 49.57 January 66.13 66.13 53.08 53.08 February 56.43 56.43 51.93 51.93 March 54.86 54.86 50.60 50.60 April 54.17 54.17 46.11 46.11 May 50.78 50.78 36.54 36.54 June 50.12 50.12 36.83 36.83 July 54.63 54.63 43.20 43.20 August 75.13 75.13 45.76 45.76 September 56.89 56.89 50.51 50.51 Minimum 50.12 50.12 36.54 36.54 Average 57.94 57.94 47.62 47.62 Maximum 75.13 75.13 54.92 54.92 80 20 1 1 1 1 1 1 1 1 1 1 1 1 O c t Nov D e c J an F e b M a r A p r M a y Jun Jul A u g S e p Month - • - W K P K - W K H I - • — W K L O - W E P R I C E Figure 5.14. Average monthly market price in each sub-time step 121 5.4.2.3. Electricity System Load The average monthly electricity load forecast considered in the case study is presented in Table 5.13. This electricity load should be met mainly by the generation from the five hydropower plants on the Peace and Columbia Rivers and other system resources. The other system resources were considered fixed; however, they were shaped according to the historical operation pattern. Figure 5.15 displays the average monthly percentage of the annual load, based on 15 years of B C Hydro historical records. Table 5.13. Average monthly electricity system load in each sub-time step Month W K P K W K H I W K L O W E Total (GWh) October 339 2,374 1,357 783 4,853 November 348 2,437 1,393 1,044 5,222 December 380 2,659 1,519 1,094 5,652 January 400 2,798 1,599 922 5,719 February 366 2,562 1,464 732 5,124 March 369 2,583 1,476 852 5,280 April 310 2,168 1,239 929 4,645 May 304 2,128 1,216 875 4,523 June 313 2,189 1,251 577 4,330 July 312 2,184 1,248 720 4,464 August 305 2,135 1,220 879 4,539 September 307 2,148 1,227 736 4,418 c c < o 0) 10 9.5 9 8.5 8 7.5 9.69 9.77 8.91 -H 8.99 8.67 7.90 7.59 7.70 7.45 - • 7r28 4X, 1 I n . i l h II Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Month Figure 5.15. Historical monthly distribution of % of system load 122 5.4.2.4. Transmission limits The monthly transmission limits used in the study for the imports and exports to the U S and Alberta markets are given in Tables 5.14 and 5.15. These limits represent the capacity of the transmission lines between B C and the U S and Alberta based on historical records. Table 5.14. BC-US transmission limits Month Month Import (MWh) Export (MWh) W K P K W K H I W K L O W E W K P K W K H I W K L O W E October 1,800 1,800 1,800 1,800 2,600 2,600 2,600 2,600 November 1,500 1,500 1,500 1,500 2,600 2,600 2,600 2,600 December 1,500 1,500 1,500 1,500 2,600 2,600 2,600 2,600 January 1,500 1,500 1,500 1,500 2,600 2,600 2,600 2,600 February 1,500 1,500 1,500 1,500 2,600 2,600 2,600 2,600 March 1,500 1,500 1,500 1,500 2,300 2,300 2,300 2,300 April 1,800 1,800 1,800 1,800 2,300 2,300 2,300 2,300 May 1,800 1,800 1,800 1,800 2,300 2,300 2,300 2,300 June 1,800 1,800 1,800 1,800 2,300 2,300 2,300 2,300 July 1,926 1,949 1,957 1,960 2,600 2,600 2,600 2,600 August 1,926 1,948 1,956 1,931 2,600 2,600 2,600 2,600 September 1,926 1,942 1,948 1,930 2,600 2,600 2,600 2,600 Table 5.15. BC-Alberta transmission limits Month Import (MWh) Export (MWh) W K P K W K H I W K L O W E HI W K P K W K H I W K L O WKHI October 560 560 560 560 700 732 744 700 November 640 640 640 640 725 741 747 725 December 560 560 560 560 725 757 769 725 January 560 560 560 560 750 764 769 767 February 560 560 560 560 725 757 769 725 March 640 640 640 640 725 741 747 725 April 560 560 560 560 560 586 595 569 May 560 560 560 560 560 573 578 562 June 560 560 560 560 560 586 595 560 July 435 435 435 435 560 582 590 587 August 435 435 435 435 580 606 615 584 September 435 435 435 435 560 586 595 565 123 5.4.2.5. Forward Sales Based on historical records for the period of January 2000 to June 2005, a range of the pre-sales in the U S and Alberta markets was used in the case study. Table 5.16 lists the minimum and maximum monthly forward sales for each sub-time step. The negative sign means pre-export and the positive sign means pre-import. Table 5.16. Forward transactions (Pre-export and Pre-import) Month Minimum (GWh) Maximum (GWh) WKPK WKHI WKLO WE WKPK WKHI WKLO WE October 71 498 169 105 -50 -353 -27 -17 November 42 293 134 84 -57 -396 -73 -46 December 36 249 68 42 -41 -285 -98 -61 January 40 281 97 61 -8 -59 10 6 February 51 359 118 74 -1 -10 2 1 March 86 601 179 112 63 441 116 73 April 80 560 133 83 20 141 73 46 May 82 574 176 110 16 109 95 60 June 95 663 199 124 12 83 42 26 July 31 214 143 90 -45 -315 -118 -74 August 16 115 148 93 -66 -460 -36 -22 September 82 571 205 128 -77 -539 -67 -42 124 5.4.2.6. Operation Constraints The operation and the physical limits related to reservoirs storage, turbine discharge, plant discharge, and plants generation are given in the Table 5.17. Table 5.17. Reservoirs operation and physical limits G M S P C N M C A R E V K N A Storage - cms-d Max M i n 475,000 55,000 2,695 2,440 285,000 125,000 60,500 58,500 104,825 7,850 Turbine Discharge - cms Max M i n 1,858 0 2,025 0 1,140 0 1,743 0 845 0 Plant Discharge- cms Max M i n 1,959 43 1,982 283* Generation - M W Max Min 2,730 58 700 50 1,800 0 2,000 0 190 0 * P C N minimum ice flow releases are HOOcms in December and 1500 cms in January. To represent the Columbia River Treaty operation, the monthly average releases from K N A were used in this case study as listed in Table 5.18. Table 5.18. Average outflow releases from Keenleyside Month Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep KNA Outflow 1101 1410 1664 1812 1226 761 712 718 830 1678 2159 1742 -cms 125 5.4.3. Scenario Generation 5.4.3.1. Inflow, Price, and Load Scenarios The moment matching scenario generation technique was used to develop a number of scenarios that represent the same statistical properties of the historical data records for the inflow, price, and load variables. Based on 60 years of records, the first four moments (mean, standard deviation, skewness, and kurtosis) and the correlation of the monthly inflow for the Peace and Columbia Rivers were estimated. The Peace inflows represent the sum of the G M S and the P C N local inflows. The Columbia inflows represent the aggregated local inflows of M C A , R E V , and K N A . The statistics presented in Tables 5.19 and 5.20 define the properties of the Peace and the Columbia inflows 24 random variables. Table 5.19. Monthly Peace system inflow statistics Statistics Peace Inflow Oct Nov Dec Jan Feb M a r Apr May Jun Jul Aug Sep Mean - cms 817 570 375 324 279 270 545 2512 3751 2002 1012 804 SD -cms a 243 179 95 93 71 72 235 685 906 613 337 234 Skew Y 0.24 0.54 -0.02 0.822 0.342 0.67 1.08 0.22 0.76 0.36 1.25 0.30 Kurtosis K 1.56 1.80 1.50 2.18 1.62 1.94 2.67 1.55 2.07 1.63 3.06 1.59 Table 5.20. Monthly Columbia system inflow statistics Columbia Inflow Oct Nov Dec Jan Feb M a r Apr May Jun Jul Aug Sep Mean -cms H 659 474 337 285 264 283 637 2044 3298 2845 1811 1030 SD - cms a 172 144 80 69 69 80 190 490 645 606 340 234 Skew Y 1.20 0.74 0.39 0.71 1.23 0.72 0.28 0.39 0.73 0.14 1.19 1.65 Kurtosis K 2.93 2.05 1.65 2.00 3.00 2.01 1.58 1.66 2.03 1.52 2.90 4.23 126 A correlation analysis between the different variables was also carried out for the moment matching method. However, the results indicate a weak correlation between the Peace and Columbia inflows, and this weak correlation protects against drought conditions at the system level. Operations planners at B C Hydro carried out a regression analysis to establish a relationship to relate the electricity prices in the heavy load hour ( H L H ) and light load hour ( L L H ) prices with the annual inflow volume at the Dalles dam (located on the Columbia River in the US) . This relationship was then expressed in the form of price multipliers to inflate or deflate the average electricity market price forecast. Therefore, an additional random variable was added to the moment matching algorithm to generate scenarios representing the Dalles inflow volumes, and a set of the H L H and L L H price multipliers were then used to generate the market price scenarios. Table 5.21 lists the statistics of the Dalles inflow volumes. Table 5.21. Inflow volume statistics at the Dalles Dam Statistic Dalles Inflow Mean (bm3) 11 171 SD (bm3) a 32 Skew Y -0.03 Kurtosis K 1.50 A s shown in Figure 5.16 a low correlation exists between the Peace and the Columbia inflow at K N A and the inflow volume at the Dalles during the fall and winter months. On the other hand, a higher correlation exists between the Columbia inflow at K N A and the Dalles inflow volume during the summer months as compared with other months of the year. 127 Figure 5.16. Correlation between the Dalles inflow volume and the monthly Peace and Columbia inflows To express the monthly variability of the load forecast, the 5 t h , 50 t h , and 95 t h percentiles of the annual electricity load forecast as presented in Table 5.13 were considered. Table 5.22 presents the results o f using the three-point approximation method of a continuous variable as described by Pearson and Tukey, 1965, to estimate the mean and standard deviation of the electric system load. Table 5.22. Results of the three point approximation of the mean and the variance Statistic Percentile Load (GWh) 5th Percentile Ps 56,046 Median Pso 58,769 95th Percentile P95 61,480 Mean in 58,767 Standard Deviation a 1,652 A Monte Carlo simulation was then used to generate 10,000 load scenarios. Figure 5.17 presents the system electric load cumulative probability distribution function for a log-normal distribution. The probability distribution was divided into 60 increments 128 to match the number of historical inflow data sets for the Peace, the Columbia Rivers, and at the Columbia River at Dalles. These sixty load values were then used to estimate the first four moments and the load correlation with the other random variables. S 0.40 - Q. 0.30 - 0.20 - 0.10 - 0.00 — 54,000 56,000 58,000 60,000 62,000 64,000 System Load - GWh Figure 5.17. Probability distribution function of forecasted system load 5.4.3.2. Results of the Moment Matching Algorithm The moment matching algorithm developed by Kaut et al. (2003) was used to generate the set o f scenarios used in this study. The input data included the first four moments and the correlation matrix of the 26 variables as described above (twelve month Peace and Columbia inflows, the Dalles inflow volume, and the electricity load forecast). The algorithm was run to generate a number of scenario sets: ranging from 10 to 100 scenarios for each of the 26 variables. To evaluate the quality of the generated scenarios, a comparison between the statistics of the generated scenarios and the historical data was carried out. The absolute mean relative error ( M R E ) metric was used in this analysis. Figure 5.18 presents the mean relative error ( M R E ) for the estimated four moments. Overall, the graph indicates that the generated scenarios preserve the statistical properties of the original data for the 26 variables with high degree of accuracy. The results of the mean are a 100% match for the mean of the historical data, even for the low number of 10 scenarios case. For the other statistics (standard deviation, skewness, and kurtosis), 129 Figure 5.18 demonstrates that the M R E decreases with the increase in the number of generated scenarios. The M R E decreases to less than 5% as the number of scenarios reaches 30 and it further reduces to lower values as the number of generated scenarios increases, but with a lower rate of decrease. 20 i Figure 5.18. Testing the quality of the different numbers of generated scenarios A s an example, a comparison of the statistics of the 30 generated scenarios of the Peace River inflows with the historical records are displayed in Figure 5.19. The graph clearly demonstrates the high degree of accuracy of the estimated four moments of the generated scenarios. 130 M e a n 4 0 0 0 3 5 0 0 3 0 0 0 2 5 0 0 2 0 0 0 1500 1 0 0 0 5 0 0 0 • S c e n a r i o G e n e r a t i o n H i s t o r i c a l D a t a — * O C T N O V D E C J A N F E B M A R M o A P R n t h M A Y J U N J U L A U G S E P S t a n d a r d D e v i a t i o n 1 0 0 0 9 0 0 8 0 0 7 0 0 6 0 0 5 0 0 4 0 0 3 0 0 2 0 0 100 0 I I I I I i d i l u vjitsi l e i O L I U I I D r i c a l D a t a H i s t • — O C T N O V D E C J A N F E B M A R A P R M A Y J U N J U L A U G S E P M o nth S k e w n e s s 1.4 1.2 1.0 o.a 0 . 6 0 . 4 0 . 2 0 . 0 - 0 . 2 • S c e n a r i o G e n e r a t i o n h t s t o r i c a l D E ) t a • O C T N O V D E C J A N F E B M A R A P R M A Y J U N J U L A U G S E P K u r t o s i s 3 . 5 3 . 0 2 . 5 2 . 0 1.5 1.0 I I I I I s c e n a r i o G e n e r a t i o n H i s t o r i c a l D a t a • O C T N O V D E C J A N F E B M A R A P R M A Y J U N J U L A U G S E P M o n t h Figure 5.19. Comparison between the Peace inflow historical data and the generated scenarios statistics 131 5.4.4. Results of the R L R O M Model Runs The input data for the case study presented in section 5.4.2 and the set of scenarios of the random variables described in section 5.4.3 were used to run the R L R O M model. The model was set to run on a monthly time step for thirty six months starting from the beginning of the water year in October. The results of using the model for the case study are presented and discussed in the following sections. To assess the quality of the operation planning policies derived by the model, the results are presented and analyzed. Finally, the model was run in control mode and the results of a simulation run are presented and discussed. The following parameter setting was adopted in this case study: the exploitation exponent parameter 0.0125, learning rate exponent yr- 0.845, and annual discount rate of 8%. 5.4.4.1. Value of water in storage A s stated in the previous chapter, the objective function maximizes the expected net revenue from the spot and forward transactions. Figures 5.20 to 5.22 present three dimensional (3-D) views of the value function in Canadian dollars, as a function of G M S and M C A storage volumes. The 3-D plots present the shape of the value of water in storage surface function for different months of the year, namely: December, May, and August. The choice of the three months was meant to represent: the winter, spring (freshet), and summer respectively. The graphs clearly demonstrate the dependence of the value function on the storage level in both of G M S and M C A reservoirs. It can also be seen that this dependence on the storage level varies from one month to the other. For example, the value function in M a y is less sensitive to the storage level in the other reservoir. It can also be seen that the minimum value of water in storage occurs during the freshet when the storage level is rapidly increasing, and the market price is low. The slope o f the value function surface represents the dollar value o f each unit o f storage in dollars per cubic meter second-day ($/cms-d). The derivative of the value 132 function with respect to the storage volume in M C A represents the marginal value of water in M C A . Similarly, the derivative of the value function with respect to G M S storage represents the marginal value of water in G M S . The marginal value of water is also called the shadow price or the Lagrange multiplier o f the mass balance equation for a reservoir (Equation 4.9). The steeper slopes of the storage surface value functions for December and August, as shown in Figures 5.20 and 5.22, indicate a high marginal value of water ($/cms-d) in those months compared with the corresponding values in May. This is mainly attributed to the high market prices and high demand during the winter months as shown in Figure 5.14 and Figure 5.15. Whereas in summer, the demand is low and the inflow hydrograph is in a receding trend, and the high marginal values is a result o f the higher market opportunities during the heavy load hours ( H L H ) as shown in Table 5.12. On the contrary, high inflows, low demands, and low market prices during the freshet results in flatter slopes of the storage value function as shown in Figure 5.21. 133 V a l u e o f W a t e r i n S t o r a g e (M$ ) W i l l i s t o n ( G M S ) - S t o r a g e ( c m s - d ) 2 8 5 , 0 0 0 2 0 5 , 0 0 0 K i n b a s k e t ( M C A ) - 1 2 5 , 0 0 0 s t o r a g e ( c m s - d ) I 5 0 0 - 1 , 0 0 0 • 1 ,000 -1 ,500 • 1 ,500 -2 ,000 • 2 , 0 0 0 - 2 , 5 0 0 Figure 5.20. Storage value function in December 2,500- 2,000 . . . . . x 1,500 V a l u e o f W a t e r i n S t o r a g e ( M $ ) 1 0 0 Q 500 0 W i l l i s t o n ( G M S ) - S t o r a g e ^ S' ( c m s - d ) 285,000 205,000 K i n b a s k e t ( M C A ) - >,000 s t o r a g e ( c m s - d ) I 0-500 1500-1,000 n 1,000-1,500 • 1,500-2,000 I 2,000-2,500 Figure 5.21. Storage value function in May V a l u e of W a t e r In Storage (M$> Wi l l i s ton (GMS) -Storage (cms-d) nbasket (MCA)- torage (cms-d) 0 0-500 •500-1,000 0 1,000-1,500 • 1.500-2,000 •2,000-2,500 Figure 5.22. Storage value function in August To examine the value function, the December storage value is plotted, as an example, in a 2-D view as shown in Figure 5.23 for different increments o f G M S storage. The results show the decreasing slope of the value function with the increase of storage in Mica . This indicates the effect of the available storage volume on the value of water in M i c a reservoir: as the M i c a reservoir level rises the marginal value of the water decreases. Also , the graph demonstrates the decreasing marginal value of water in M i c a as more storage is available in G M S . The decreasing gap between the curves of the different G M S storage increments indicate a reduction in the marginal value of water in G M S for a given storage level in M i c a as shown in Figure 5.23. Figure 5.23. Mica Storage value function in December Figure 5.24 presents the monthly value of water in storage for different G M S reservoir storage increments with a storage level at 50% in M i c a reservoir (205,000 cms- d). The results indicate that the highest storage values occur in the period o f November to January and the lowest storage values in the period of A p r i l to June. Wi th low storage in G M S in December and January, the graph demonstrates that the marginal water values (slope of the first segment of the storage value function) tend to be higher because: the electricity demand is high, inflows are low, and the Peace River ice flow constraint is imposed in December and January. 135 2,400,000,000 — 1,600,000,000 > 1,200,000,000 | 800,000,000 CD 2,000,000,000 400,000,000 j 0 J, , , , , , , , , 50,000 100,000 150,000 200,000 250,000 300,000 350,000 400,000 450,000 Mica Storage (cms-d) —•— October —I—April —«—November December — J a n u a r y —*— February —•—March May June July August September Figure 5.24. Monthly G M S storage value function with Mica reservoir at 50% 5.4.4.2. Marginal value of energy One of the most significant pieces of information obtained from the model results is the marginal value of energy, expressed in $ per megawatt-hours ($ /MWh). A s stated earlier, the significance of this information is that the operation planning dispatch decisions are based on a comparison of the energy value with market prices. The marginal value of energy is obtained by converting the marginal value of water in $/cms- d to $ / M W h using the H K factor as expressed in Equation 4.22. Tables 5.23 and 5.24 present the monthly range of the marginal value of energy for M C A and G M S in ($/MWh). For each month, the marginal value of energy is given for the combination of empty or full M C A storage (125,000-285,000 cms-d) and empty or full storage in G M S (55,000-475,000 cms-d). For the case of empty M C A reservoir, the summary results in Table 5.23 clearly demonstrate the impact of the storage level in G M S on the marginal value in M C A in almost all months with the exception of the period from A p r i l to June where the M C A marginal value of energy is not sensitive to the storage level in G M S . The distinctly high marginal values of energy in certain months could be attributed to the cost of satisfying the high K N A outflow releases required in those storage level 136 months by the Columbia treaty operation (average K N A outflow values were presented in Table 5.18). When M C A reservoir is full, it can be seen that the marginal value of energy is less sensitive to the available storage level in G M S . The same independence in M C A marginal values o f energy is noticeable during the freshet even for empty G M S storage. However, the influence of G M S storage on M C A marginal value of energy during the freshet is most noticeable in the middle range of M C A storage as shown in Figure 5.28. Table 5.23. M C A monthly range of marginal value of energy Month GMS Storage MCA Marginal Value ($/MWh) Empty Full cms-d 125,000cms-d 285,000 cms-d October 55,000 295.87 47.14 475,000 173.32 43.66 November 55,000 338.65 48.6 475,000 224.7 44.93 December 55,000 264.9 49.49 475,000 141.2 43.85 January 55,000 335.18 44.67 475,000 126.65 37.36 February 55,000 186.78 36.69 475,000 86.61 27.03 March 55,000 83.5 25.88 475,000 53.79 14.96 April 55,000 48.72 7.62 475,000 42.7 4.68 May 55,000 50.04 3.33 475,000 49.72 1.72 June 55,000 60.56 14.35 475,000 53.62 10.18 July 55,000 106.71 36.47 475,000 103.53 35.02 August 55,000 161.64 45.29 475,000 138.72 44.19 September 55,000 199.16 46.5 475,000 141.63 44.51 137 The summary results presented in Table 5.24 show the higher G M S marginal value of energy when the reservoir is at low storage levels during the period September to January. This is mainly due to the high cost associated with meeting the Peace ice flow constraint in December and January (1100 and 1500 cms respectively). The lowest G M S marginal value occurs in the months of A p r i l and M a y where the marginal value drops to values close to zero $ /MWh, when both of G M S and M C A are full. Table 5.24. G M S monthly range of marginal value of energy Month MCA Storage GMS Marginal Value ($/MWh) Empty Full cms-d 55,000cms-d 475,000 cms-d October 125,000 231.78 41.87 285,000 96.70 41.74 November 125,000 440.05 42.12 285,000 267.82 41.78 December 125,000 461.40 41.21 285,000 297.25 41.49 January 125,000 349.27 37.84 285,000 54.81 37.00 February 125,000 200.78 26.96 285,000 64.85 24.34 March 125,000 94.50 11.77 285,000 50.91 8.66 April 125,000 47.53 1.77 285,000 45.16 0.20 May 125,000 48.89 0.86 285,000 48.42 0.40 June 125,000 53.64 23.42 285,000 47.93 11.58 July 125,000 65.76 42.06 285,000 51.83 40.63 August 125,000 64.14 42.45 285,000 55.46 40.88 September 125,000 128.93 42.50 285,000 61.15 42.19 138 Figures 5.25 to 5.28 present typical examples of the marginal value of energy for M C A and G M S in winter, spring, and summer months - December, May , and August. Figure 5.25 demonstrates the sensitivity of the marginal values of energy in M C A to the available storage in the reservoir particularly when the reservoir drops below 205,000 cms-d. This sensitivity is more prominent when the G M S reservoir storage is at or below 150,000 cms-d. When M C A and G M S reservoirs are at their lowest levels (i.e. at 125,000 and 55,000 cms-d respectively), M C A marginal value of energy increases rapidly. The high marginal value is due to the penalty for violating the minimum storage constraint to meet the system electricity load or the Columbia treaty operation outflow constraint at K N A . In general, the results suggest that at the low range of G M S and M C A storage levels, the marginal value of energy is higher than the average L L H market price in December. In such a case it would be more valuable to store water than to release it. 275 i , 125,000 145,000 165,000 185,000 205,000 225,000 245,000 265,000 285,000 Mica Storage (cms-d) — • — G M S V=55,000 —•— GMS V-100,000 GMS V=150,000 - * - G M S _ V = 2 0 0 , 0 0 0 - * — GMS"V=250,000 - •—GMS~V=300,000 —t— GMS_V=350,000 — GMS_V=400,000 ——GMS~V=450,000 GMS V=475,000 Figure 5.25. M C A marginal value of energy i n December On the other hand, Figures 5.26 and 5.27 show that the marginal value of energy in G M S is more sensitive to the variation in M C A storage below a G M S storage volume of 250,000 cms-d. The dependence of G M S marginal value of energy on M C A storage is 139 apparent when the storage in M C A is at or below 185,000 cms.d. The higher value of G M S energy in December is mainly attributed to the higher electricity load and the high market prices accompanied with the lower inflow conditions in winter as compared with the freshet period. The high outflow releases downstream of Peace Canyon dam (PCN) in December and January, are required to maintain the winter ice flow constraint and this also contributes to the high marginal values particularly when M C A is at or below 145,000 cms-d. Figure 5.27 demonstrates that the variation o f the G M S marginal value for different M C A storage is decreasing as G M S reservoir is above 50% of its full storage volume (250,000cms-d). This is apparent in the decreasing gap between of the marginal value of energy curves for different values of M C A storage as G M S storage increases. Figure 5.26. G M S marginal value of energy in December 140 Figure 5 . 2 7 . G M S marginal value of energy in December Figures 5.28 and 5.29 display the marginal value o f energy for M C A and G M S in the month of May. In general, the marginal value of water is low during this time of the year for the full range of storage in both of M C A and G M S reservoirs. The highest M C A and G M S marginal values of energy occur when the M C A and G M S reservoirs are empty and the value of energy is about 50.0 $ /MWh. On the other hand, the value of energy drops to almost zero when the reservoirs are at full pool level. The low marginal value of water is attributed to the fact that additional storage in these reservoirs would have a high probability of spill during this period. Figure 5.28 demonstrates the significance of the change in G M S storage levels on the M C A marginal values of energy in the range from 165,000 to 265,000 cms-d. Figure 5.29 portrays the influence of variation in M C A storage on G M S marginal value of energy, in particular with G M S storage in the range from 250,000 to 400,000 cms-d. 141 125,000 145,000 165,000 185,000 205,000 225,000 245,000 265,000 285,000 Mica Storage (cms-d) -GMS_V=55,000 - * - G M S V=100,000 GMS V=150,000 x GMS V=200,000 -GMS V=250,000 —•— GMS~V=300,000 —(— GMS V=350,000 GMS V=400,000 GMS V=450,000 GMS V=475.000 Figure 5.28. M C A marginal value of energy in May Figure 5.29. G M S marginal value of energy in May Figure 5.30 demonstrates the marginal value of energy for G M S in August. The higher inflows and lower electricity demand in August, as compared with December, result in a noticeably lower marginal value when both of M C A and G M S are at high storage levels. Despite the lower load in August, as compared to the winter months, the high marginal values when the reservoirs are low could be attributed to the high California market opportunities in August, particularly during heavy load hours (see 142 Table 5.12 for market price structure). Figure 5.30 illustrates the significant influence of M C A storage level on the G M S marginal value of energy particularly when the G M S storage drops below 300,000 cms-d. Above 300,000 cms-d, the marginal value is less dependant on the G M S storage level. 50,000 100,000 150.000 200,000 250,000 300,000 350,000 400,000 450,000 GMS Storage (cms-d) — • — M C A _V=t25,000 — a — M C A _V=145,000 MCA _V=«5,000 MCA _V=185,000 — « — MCA_V=205.000 — • — M C A _V=225,000 I V=245.000 M C A _V=265,000 —•— M C A _V=285.000 Figure 5.30. G M S marginal value of energy in August Figures 5.31 and 5.32 display the monthly M C A marginal value of energy for different G M S storage increments with M C A storage at 125,000 and 285,000 cms-d respectively. Figure 5.31 displays on the secondary y-axis the average Keenleyside ( K N A ) outflow releases, as stipulated by the Columbia River Treaty. The impact of these high release requirements in the winter months combined with high electricity load, high market prices, and low inflows are reflected in the high marginal values during those months. This effect is less noticeable in the summer as the load is not high and higher inflows are available as compared with winter months. The high marginal value of energy in the summer is mainly due to better market opportunities, particularly in August and September as shown earlier in Table 5.12. Figures 5.31 and 5.32 demonstrate that, whatever the available storage in G M S and M C A 143 reservoirs, the lowest marginal values occur in Apr i l and May. Obviously, high natural inflows and lower electricity demand are the main reasons. Also both figures point to the increased sensitivity o f the M C A marginal values to the incremental change in G M S storage in the fall and winter months. CD c L U "5 cu 3 5 6 0 0 500 4 0 0 Oct Nov D e c J a n Feb Mar Apr May J u n Ju l A u g S e p Month 7 0 0 0 8 0 0 0 B — K N A Outf low — • — G M S V=55000 G M S V=100000 G M S V=150000 -~K— G M S "V=200000 —5*— G M S " ~V=250000 — • G M S V=300000 — 1 — G M S " "V=350000 —-— G M S " "V=400000 G M S ~ V = 4 5 0 0 0 0 G M S " "V=475000 Figure 5.31. M C A monthly marginal value of energy for a low storage level at M C A ( M C A storage=125,000cms-d) Figure 5.32. M C A monthly marginal value of energy for a high storage level at M C A ( M C A storage=285,000cms-d) 144 Figure 5.33 demonstrates the effect of the high Columbia Treaty release requirements on the K N A marginal value of water in $/m 3 when the M C A reservoir is at low and at high storage levels. The marginal values are extracted from the shadow price of the hydraulic continuity constraint (storage mass balance) of the G O M model. The results indicate that when M C A storage level is low, the high flow releases result in significantly high marginal values of water at K N A . These marginal values propagate and cause an increase in the M C A marginal of water/energy as presented in Figure 5.31, in particular when the storage level at M C A is low. Figure 5.33. Marginal value of K N A storage constraint Figure 5.34 displays the monthly results of G M S marginal values of energy for a G M S storage level of 55,000 cms-d. Similar to M C A ' s marginal values, the results indicate higher marginal values during the winter months. In addition, the results indicate the dependence of the marginal values in G M S on the available storage in M C A during the winter and fall months. The highest G M S marginal values occur in November, December, and January in response to the high releases that are required to satisfy the Peace River ice flow constraint and to high market prices. The graph also indicates that G M S marginal value is independent of M C A storage in the spring and in early summer months as the storage level in the reservoir increases and when the demand is low. 145 Figure 5.34. G M S monthly marginal value of energy for an empty G M S reservoir storage (GMS storage=55,000cms-d) Figure 5.35 displays the monthly results of G M S marginal values of energy for a full G M S storage of 475,000cms-d. Similar to M C A , the G M S lowest marginal values occur in A p r i l and in May. However, when the G M S reservoir is full, the marginal values are not sensitive to changes in M C A storage levels almost all year around. The graph also demonstrates that the marginal values during July and September are in the same order o f magnitude as those in October and December. 60 Oct Nov D e c Jan Feb Mar Apr May Jun Jul A u g S e p Month • M C A V=125.000 M C A V=145.000 — • — M C A V=165,000 .-x—MCA~V/=185.000 — * — M C A ~ V = 2 0 5 , 0 0 0 —•—MCA"^/=225 ,005 — I — M C A ^ V = 2 4 5 , 0 0 0 MCA^V=265 ,000 M C A 3 / = 2 8 5 , 0 0 0 Figure 5.35. G M S monthly marginal value of energy for a full G M S reservoir storage (GMS storage=475,000cms-d) 146 To demonstrate the variation in the G M S marginal value of energy in the different months, the cases of empty and full M C A storage are presented. For these two cases, Figures 5.36 and 5.37 portray the details of the monthly variation in G M S marginal values of energy for the range of storage increments at G M S . The figures demonstrate the significant difference in G M S marginal value of energy for G M S storage below a level o f 150,000 cms-d, for low and full M C A storage. This difference is apparent for most of the year, with the exception of the period from Apr i l to June. Figures 5.38 and 5.39 illustrate a magnified region for the results for G M S storage values above 150,000 cms-d. Comparing the results presented in the two figures, it can be seen that higher marginal values are noticeable in G M S when the M C A storage is low. This effect on G M S marginal value varies from month to month and decreases where G M S storage level increases. It also shows that the effect of M C A storage on G M S marginal value is minimal when the G M S storage level is high. In both cases, the highest G M S marginal values occur in the period from October to January. The lowest marginal values occur during the months of A p r i l and May. 50,000 100,000 150,000 200,000 250,000 300,000 350,000 400,000 450,000 GMS_Storage - cms-d -•—Oct -•—Nov Dec —*— Jan — *— Feb —•—Mar -H—Apr May — —- Jun Jul Aug Sep Figure 5.36. G M S monthly marginal value of energy for a low storage level at M C A ( M C A storage=125,000cms-d) 147 300 T 50,000 150,000 250,000 350,000 450,000 GMS_Storage - cms-d -•—Oct —m—Nov Dec —x— Jan - * - F e b —•— Mar —I—Apr May —— Jun Jul Aug Sep Figure 5.37. G M S monthly marginal value of energy for a high storage level at M C A ( M C A storage=285,000cms-d) Figure 5.38. G M S monthly marginal value of energy for a low storage level at M C A ( M C A storage=125,000cms-d) 148 Figure 5.39. G M S monthly marginal value of energy for a high storage level at M C A ( M C A storage=285,000cms-d) 5.4.4.3. Optimum Control Policy Analysis In this section, the optimized control policies for operation planning derived by the R L R O M model are presented and discussed. The optimized control policy includes the net market transactions and the operation planning of the five main reservoirs on the Peace and the Columbia Rivers, including the optimized plants' generation and turbine releases. To illustrate the optimal control policies proposed by the R L R O M model, the model was run using the market prices, electricity system load, and inflow scenario data presented in Table 5.25. Figures 5.40 and 5.41 present 3-D views of the net market transactions in January and in August. It can be seen in Figure 5.40 that the model recommends a net import policy when the storage volumes in M C A and G M S are low. For a M C A storage of 125,000 cms-d, the results recommend a net import transaction regardless of the storage level at G M S . A s the storage levels at M C A and at G M S exceed 200,000 cms-d, the model suggests a net export policy since the marginal value of energy drops below the market price and it would be more profitable to export. 149 Figure 5.41 shows the high export policies recommended by the model in August as the market price in California is high in the heavy load hours. The G M S / M C A marginal values of energy for the case of full reservoirs are $44.51 and $42.19. When both reservoirs are at the 50% storage level (i.e G M S and M C A storage are: 205,000 cms-d and 200,000 cms-d), the marginal values of energy are: $45.93 and $50.70 respectively. Given that the market prices for H L H / L L H August market prices are $91 and $53, it can be observed that the market prices are higher than the marginal value of energy even during L L H s . This explains why the suggested export policies by the R L R O M model are almost at the limit of the inter-tie transfer capability of both of the U S and Alberta markets which is usually set at 2500 G W h in August. When the storage levels in G M S and M C A are low, the model recommends a mix of import and export depending on the hour of the day. Nevertheless, the system is still a net exporter even with the low storage levels in G M S and M C A , as the electricity demand at this time of the year is relatively low. 150 Table 5.25. Market price, system load, and natural inflow scenario data Month W K P K Market Price ($) WKHI W K L O WEHI W K P K System Load WKHI W K L O WEHI GMS Local Inflow PCN M C A R E V K N A October 65 65 60 60 7,682 7,116 5,474 6,215 810 23 279 127 179 November 71 71 63 63 8,693 7,901 6,152 6,819 372 16 244 125 223 December 76 76 57 57 9,121 8,253 6,426 7,377 236 17 118 59 125 January 80 80 61 61 8,940 8,217 6,500 7,743 367 30 86 38 103 February 68 68 60 60 8,906 8,238 6,371 7,014 197 18 90 39 103 March 66 66 58 58 8,209 7,692 6,048 6,634 189 19 79 36 99 April 65 65 53 53 7,382 7,005 5,549 6,031 371 20 320 183 429 May 61 61 42 42 6,949 6,659 5,296 5,616 3,421 51 582 323 548 June 60 60 42 42 6,710 6,428 5,070 5,519 5,001 61 2,064 897 1,264 July 66 66 50 50 6,747 6,418 5,030 6,038 1,236 18 1,259 436 544 August 91 91 53 53 6,977 6,675 5,175 5,556 859 19 994 305 331 September 69 69 58 58 6,986 6,683 5,077 5,611 497 11 538 186 231 Figure 5.41. August net market transactions 152 For the cases when the storage levels in G M S are either low or full, Figures 5.42 and 5.43 portray the monthly net market transactions, for different M C A storage volumes. The results show that the net market transactions are largely dependent on the storage volume available in each reservoir. Figure 5.42 demonstrates that for a low G M S storage level, the system w i l l switch to a net importer of energy mode for the whole range of M C A storage in March and up to storage level of 265,000 cms-d in February. For other months, the net transactions are largely dependent on the available storage in M C A . When G M S reservoir is full, Figure 5.43 shows that the system would be a net importer of energy in October, January, March, and Apr i l , when the storage level in M C A is low. Figure 5.43 also illustrates that when the M C A reservoir is full, the highest export occurs in the period from August to February, whereas the lowest export transactions occur in the period from March to June. This is attributed to the high H L H and L L H price margins in the summer and winter periods, as compared with those in the spring. The high level of net export transactions occurs in the winter months for this scenario run as the load is lower than the available resources and there is a room to export. 2500 Mica Storage - cms-d • October — M — November —*— December —K—January m February —•— March —i—April May June —»-July —m—August September Figure 5.42. Monthly net market transactions for G M S storage of 55,000 cms-d 153 165000 185000 205000 225000 245000 265000 285B00 -1000 -1500 Mica Storage - cms-d - October - February -June - November - March -July - December -April -August January - May September Figure 5.43. Monthly net market transactions for G M S storage of 475,000 cms-d Figures 5.44 and 5.45 display the monthly variation in net market transactions with different storage levels in G M S and M C A . Figure 5.44 demonstrate that for low M C A and G M S storage levels, the system would be a net importer of energy for most of the year. When the G M S reservoir is full, the system would be a net exporter of energy in all months except for January and March. Considering the case of a full M C A reservoir, Figure 5.45 shows that the system would be a net exporter of energy in all months with the exception of March when storage in G M S is low. In addition, Figure 5.45 illustrates that when the M C A reservoir is full, the net transactions are sensitive to the amount of G M S storage in all months except for August and January. 154 2500 -1500 -2000 Month GMS_V=55000, MCA_V=125000 —•—GMS_V =475000, MCA_V=125000 Figure 5.44. Monthly net market transactions for M C A storage of 125,000 cms-d 2500 - i — — 1 -1000 Month —•—GMS_V=55000, MCA_V=285000 - * — GMS_V=475000, MCA_V=285000 Figure 5.45. Monthly net market transactions for M C A storage of 285,000 cms-d A s indicated in the previous chapter, the R L R O M optimizes the operation of the five main plants on the Peace and the Columbia Rivers. The results for these plants for the months of January are presented next. Figures 5.46 and 5.47 display the five plants generation in January for different M C A storage when G M S reservoir is at low storage 155 and high storage levels respectively. Figure 5.46 shows that when the storage levels at M C A and at the G M S reservoirs are low, G M S generation was maintained at about 1300 G W h in order to release water that is needed to meet the Peace River ice flow constraint in January (1500 cms-d), as illustrated in Figure 5.48. Figure 5.47 illustrates that when the G M S storage is full, M C A generation increases gradually as the available storage in M C A increases. The Revelstoke generation increases, as M C A generation increases, to maintain the hydraulic balance with M C A reservoir as shown in Figures 5.48 and 5.49. Keenleyside is generating up to the maximum limit to minimize the spill flow needed to meet the Columbia Treaty release requirements. The spill flow from Keenleyside is the difference between the required treaty releases and the maximum turbine discharge. CD TO L _ 0> c CD O 1,500 1,250 1,000 750 500 250 f X 0 125,000 145,000 165,000 185,000 205,000 225,000 245,000 265,000 285,000 Mica Storage - cms-d -•—— G-GMS ••G-PCN G-MCA * G-REV -G-ARD Figure 5.46. Plants generation in January at different M C A storage increments with G M S storage at 55,000 cms-d 156 2,000 1,750 125,000 145,000 165,000 185,000 205,000 225,000 245,000 265,000 285,000 Mica Storage - cms-d -G-GMS - -G-PCN • -G-MCA -G-REV -G-ARD Figure 5.47. Plants generation in January at different M C A storage increments with G M S storage at 475,000 cms-d 1,600 • L400 § 1,200 S> 1,000 "I 8 0 0 « 600 I 400 H 200 0 125,000 145,000 165,000 185,000 205,000 225,000 245,000 265,000 285,000 Mica Storage - cms-d ~* Q-GMS I---Q-PCN Q-MCA * Q-REV -Q-ARD Figure 5.48. Plants average turbine releases in January at different M C A storage increments with GMS storage at 55,000 cms-d 157 E o 2,000 1,750 | 1,500 o> 1,250 3Z 1,000 cc CD !o i — =! I— 125,000 145,000 165,000 185,000 205,000 225,000 245,000 265,000 285,000 Mica Storage - cms-d - i Q-GMS •Q-PCN Q-MCA -Q-REV -Q-ARD Figure 5.49. Plants average turbine releases in January at different M C A storage increments with GMS storage at 475,000 cms-d 5.4.4.4. Using the R L R O M model in Control Mode Once the R L agent learns the optimal control policy, it can then be used to control the operation planning of the different reservoirs given the inflow, market prices and electricity load at any given time period. The R L R O M model is also capable of predicting the operation policy for an extended period of time (for example for several years) based on a given forecast. To achieve this, the R L R O M model was modified to run in control mode, rather than in learning mode, using the learned optimal control policies. A t any time period and for a given starting storage level, the target storage is linearly interpolated between the target points of the state space. The model uses the learned target storage volumes, optimal forward sales, and the marginal values of water to control the system operation. Given this information and the forecasted inflow, market price, and the electricity load, the model solves the optimization problem at each time period and returns the optimal hydro generation schedules, turbine releases, and market transactions. To illustrate the results of implementing the R L R O M model in control mode, a data set of inflows, price, and load forecast and initial storage (or forebay) levels conditions were considered in the analysis. 158 Figure 5.50 presents the monthly generation of the five main plants in the study. The graph demonstrates that despite the lower electricity load in the months of August and September the plants' generation is high to take advantage of the export opportunities available in these months. On the other hand, in June the plants' generation reduces to low levels, and the model recommends the system to store more water during the freshet and early summer months, as there is little market opportunity, and to generate heavily during the winter and late summer months to take advantage of high market prices during these periods. 5,000 Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Months • G M S B P C N • M C A r j R E V • Keenleyside Figure 5.50 M o n t h l y plants generation Figure 5.51 displays the forecasted heavy load hours ( H L H ) and light load hours ( L L H ) market price and the marginal value of energy for G M S and M C A in $ / M W h . For the periods from October to February and from August to September, the marginal value of energy for G M S is lower than the L L H market price. Consequently, it is more profitable to release water from G M S than to store it. This is reflected in the high generation policy adopted in these months. In the period from March to July, it is more profitable to generate less at L L H , as the marginal value o f energy is higher than the market price and to generate more during H L H where the market price is higher than the 159 marginal value of energy. The lower load and market prices explain the low generation during those months as it is more profitable to import and store water in periods of good market opportunities in the summer and in the winter months. The results presented in Figure 5.51 also indicate that the marginal value of energy for M C A is slightly higher than that for G M S for most of the year. The marginal values of energy for M C A in the period from March to July are even higher than the H L H market prices. This explains the M C A low generation pattern during this period as shown in Figure 5.50. 65 60 S 55 £ 50 S 45 2 40 • • * ~ - • 35 30 Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Month MVW GMS MVW MCA •Price HLH •Price LLH Figure 5.51. Market price and marginal value of energy Figure 5.52 illustrates the load resource balance, where it can be seen that the system is in a net import mode for the period extending from February to July, while it is in a net export mode for the rest of the year. 160 8,000 7,000 Months H G M S • • • • P C N 1 I M U A 1 I R F U • m Keenleyside 1 1 S m a l l HyHr r , - IPP -Thor r r , f> l • M Tota lTransact io ns Load Figure 5.52. L o a d resource balance Figure 5.53 shows that about 51% of the total energy is generated by the Peace River system ( G M S and P C N ) and 49 % was generated by the Columbia River system ( R E V , M C A , and K N A ) . About 80% of the Peace generation was produced by G M S and the remaining 20% from P C N . The generation percentages from M C A , R E V , and K N A plants on the Columbia system were 42%, 52%, and 6% respectively. A detailed analysis of the results shows that combining the Peace and the Columbia five main plants, together generate about 65% of the energy needed to meet the system load. These percentages closely match the percentages of actual generation of the B C Hydro system (Making the Connection, 2000), which gives confidence in the model results. 161 Keenleyside, 2.94% PCN, 10.74% Figure 5.53. Annual distribution of the five main plants generation To study the effect of changes in the market price forecast on the optimized trading policies, three price scenarios (average, low, and high) were considered with an average annual price of $46, $41, and $51 respectively. Using the moment matching algorithm, three samples were generated for the stochastic variables and were used in this analysis. The results are displayed in Figure 5.54, and it suggests that, for the low price scenario, the system would be importing and exporting in different months of the year, but it would be in a net importing mode (4695 GWh). Futher analysis of the results shows that the system was a net exporter in January and in August, and a net importer for the rest o f the months. This is attributed to the fact that the L L H market prices are lower than the marginal value of energy in all months and the H L H was also lower than the marginal value during the spring and fall periods where the system load is low and the market price is low. On the other hand, for the case of the high price scenario, the system would be in net exporter mode. The system is a net exporter in all months with the exception of March to June. As discussed earlier, when the marginal value of energy is higher than the market price, the model tend to release more water for export purposes. 162 1500 -2500 J Month • Scenario 1-Average Price • Scenario 2-Lovv Price • Scenario 3-High Price Figure 5.54. Net market transactions for three price scenarios 5.5. Summary The R L approach methodology, as discussed in chapter 4 was first tested for a small scale single reservoir operation problem, and then on a two reservoir operation problem. The test and convergence results were encouraging and demonstrated the potential capability of the R L approach to handle a larger scale multireservoir operation planning problem. The R L model was then expanded and linked to interact with the generalized optimization model ( G O M ) as the environment that represents (simulates) the real system. A piecewise linear function approximation technique was adapted to approximate the present value functions. Using this function approximation technique allowed the handling of a larger state space and gave the flexibility to solve the optimization problem at hand. The target storage levels were approximated as a continuous function rather than grid points in the state space, as is usually done in the conventional S D P formulation. Three random variables; natural river inflows, electricity load, and market prices; were considered. A scenario generation-moment matching technique was adopted to generate the inflow, load, and price scenarios. In this way, the serial and cross correlations of the 163 inflows, load, and price random variables were considered in the scenario generation process. The R L R O M model was used to optimize the operation of the B C Hydro main reservoir systems on the Peace and the Columbia Rivers. Two state variables for the G M S and M C A storage were considered. The objective of the model was to estimate the value of water in storage, marginal value of water/energy, and the optimal operation planning decisions, or control policies, including market transactions. In addition, the model optimizes the operation of the five main plants: G M S , P C N , M C A , R E V , and K N A . The model was run on a monthly time step with a number of sub-time steps to capture the heavy load hour ( H L H ) and light load hour ( L L H ) variation in load and in market prices. The R L R O M model results were presented and discussed, including the storage value function and the marginal value of energy/water. The optimized control operation policy established was also presented and discussed. A modified version of the model was developed which allows for use of the results from the learning phase in control mode. Examples of the results of using the R L R O M model in the control mode were also presented. The case study results indicate the dependence of the marginal value of energy in each reservoir on the available storage in other reservoirs. However, there are periods of time and ranges of storage levels where this dependence is not significant. Also , it was shown that the marginal value of energy is largely affected by the constraints imposed on the system operation. The impact of the ice flow constraint in the Peace River on the G M S marginal value of energy was clearly demonstrated. Similarly, the influence of the Columbia Treaty operation on the marginal value of energy for M C A was presented and discussed. The results of using the R L R O M model in system control mode indicate that the G M S and the M C A reservoirs are typically drawn down by A p r i l to May, just prior to the spring freshet. The drawdown process generally begins in September and October when inflows are low. The reservoir levels begin to increase in M a y when the turbine discharges are reduced due to lower system demands and increased local inflow. It reaches its highest annual levels in the August to September period. 164 6. C O N C L U S I O N S A N D R E C O M M E N D A T I O N S 6.1. Summary Strategic planning of multireservoir operation involves taking decisions with uncertain knowledge of future supply (natural inflows), demand (domestic electricity load), and market conditions (market prices). In this research, different modeling approaches and optimization techniques for the operation of multireservoir systems operation have been reviewed. A n explicit stochastic modeling approach was found to be the most appropriate way to address the different sources o f uncertainty. However, a major obstacle to this approach, that needs to be addressed and resolved, is the high dimensionality of the problem. The research carried out, for this thesis, concluded that stochastic dynamic programming (SDP) is still a very powerful technique for capturing the essence of the sequential, nonlinear, and stochastic reservoirs optimization problems. However, SDP requires that the values of the transition probabilities and the transition rewards (model of the system) are to be calculated. For large-scale systems that involve several stochastic variables, constructing the system model can be a very difficult task. It is for this reason that D P is said to be plagued by the curse of dimensionality. One possibility to tackle these problems is through the use of machine learning techniques from the field of artificial intelligence (Al ) , particularly the Reinforcement Learning (RL) technique. This thesis has explored the use of R L artificial intelligence approach to solve the large-scale operations planning problem of a hydroelectric power multireservoir system. R L is a computational approach for learning from interaction with an environment and from the consequences o f actions to derive optimal control strategies. R L has adapted key ideas from various disciplines namely: machine learning, operations research, control theory, psychology, and neuroscience (Sutton and Barto, 1998). The application of the R L technique in the water resources systems domain is relatively new. However, the advantages that R L offers in dealing with large-scale problems, make it a promising area 165 of research in that field. Modern reinforcement learning techniques can be applied to both trial and error learning, without a formal model of the environment, and to planning activities with a formal model of the environment, where an estimate of the state- transition probabilities and immediate expected rewards could easily be evaluated. A detailed review of the R L approach and its main algorithms was conducted and presented in this thesis. A R L based approach is adopted in this research work to develop a stochastic large-scale medium/ long term multireservoir operation planning model ( R L R O M ) . The objective of the model is to develop operating policies that maximizes the expected revenues from energy transactions in a competitive market, while considering the uncertainties, such as future inflows to the reservoirs and the integrated system operation and physical constraints. In this research, the dispatch of the hydropower generation from the different available resources was based on the incremental production costs, which were based on the concept of the marginal value of water in storage. Accordingly, the value of water ($/cms-day) /energy value ($/MWh) was derived as a function of the storage volume o f the two major multiyear storage reservoirs on the Peace and Columbia Rivers ( G M S and M C A ) . The uncertainties in the main random variables were expressed in the form of scenarios. A scenario generation-moment matching approach was adapted to generate a set of scenarios for the inflow, market prices, and electricity loads, that preserved the statistical properties, in particular the moments and the correlations of these multiple stochastic variables. A hydroelectric reservoir optimization model ( G O M ) based on a linear programming algorithm, which had been previously developed and was in use by BCHydro , was integrated with the R L R O M model. Instead of interacting with the real system, the R L agent used the G O M as a model of the environment to provide feedback on its actions and it used this information dynamically to learn the optimum control policy. 166 6.2. Conclusions The developed R L R O M model was successfully used to handle a large-scale multireservoir operation planning problem. The developed model was applied to B C Hydro's main reservoirs on the Peace and the Columbia Rivers. The R L R O M model was designed to run for a multiyear planning horizon (36 months for the case study considered). This allowed the development of realistic planning policies, given the large amount of multiyear storage in the Peace and Columbia River reservoir systems. The results demonstrated that the model was capable of providing realistic answers to the strategic planning questions, including: What is the value of water in storage in each of the multiyear storage reservoirs? What is the marginal value of water /energy in each of the multiyear storage reservoirs? What are the optimal system control decisions including when to buy or sell energy and how much to buy or sell; and how much energy to generate from each of the five plants in the system. The R L R O M model, which is presented in this thesis, considers the stochastic variables: domestic load, market prices, and natural inflows. The moment matching technique, which was used for generating scenarios of the inflow, price, and electricity load variables has the great advantage of using only a limited number of scenarios to represent the properties, correlations and cross correlations of an extensive time series based on historical records. The marginal value of water/energy for M C A and G M S obtained from the R L R O M model represent key information that controls the strategic store/release decisions. In addition, this information feeds to other B C Hydro medium and short term optimization models (for example: G O M and S T O M ) . The shorter term models use this information together with the target storage in the trade-off decisions between the shorter term and longer term benefits. A t the beginning of the runs, the model operates in a training mode and the agent is progressively learning the optimal value function and the optimal control policies for the system. Once the model results convergence, the agent knows the value function and the optimal control policies. A t this point, the R L R O M model can be used on a continuous 167 time bases to maintain optimum control over any time period. Another useful and practical application of the model is to examine the system behavior under certain forecasts of the random variables and to estimate the corresponding marginal value of energy. This sensitivity analysis is useful for understanding the effects of the changes in any of the random variables on the operation policy and on the marginal value of water/energy. For example, being able to estimate the effects o f multiyear droughts on system operation is of particular significance to strategic planning for operation of the system. Reinforcement Learning offered two key advantages in handling the large-scale multireservoir control problem: (1) R L provides a way to avoid the curse of modeling. B y using sampling (simulation), R L can be applied to large-scale problems without an explicit evaluation and enumeration of all the transition probabilities and their expected immediate rewards. (2) R L overcomes the curse of dimensionality through the use of function approximation methods. Those methods require a limited number of elements to specify a value function, instead of possibly millions o f states. A hydroelectric reservoir optimization model ( G O M ) based on linear programming was integrated with the R L R O M model. In this way, the optimization process was extended to include the other reservoirs on the Peace and the Columbia namely, the Dinosaur, Revelstoke, Keenleyside reservoirs, in addition to the main ones at G M S and Mica . This link, has allowed an efficient on-line interaction between the agent and the environment (the operator and the model) during the iterations. Also , it made it possible to capture the effects of the diurnal variation of the price and load on shorter time periods. In addition, the optimal plant generation schedules which are based on the optimal unit commitment and loading (represented in G O M by piecewise linear plant generation functions) is captured in the R L R O M model. 168 The results of the case study implemented using B C Hydro system demonstrated the following: - The major influence of the available storage in the G M S and M C A storage reservoirs are on the storage value, marginal value, and optimum control policy. However, the study also demonstrated that there are periods of time and ranges of storage levels in G M S and M C A where this influence is not significant. - The Peace Canyon River minimum ice flow constraint has a major effect on the release policies and on the marginal values in G M S . Similarly, for the Columbia River system the required Columbia Treaty operation influences the marginal value of energy in M C A due to the high releases required from the Keenleyside dam during certain periods o f the year. - The model backs-off plants generation levels to store water, during light load hours ( L L H ) , to take advantage of the difference in heavy load hours ( H L H ) and light load hours ( L L H ) price margins and it exports more when there is a market opportunity with high market prices. During the summer, when the domestic loads are low, however, the model is heavily exporting to take advantage of the good market opportunity, particularly in California. - The moment matching scenario generation results are very encouraging. A sensitivity analysis on the effect of the number of generated scenarios on the mean relative error ( M R E ) in the moments and correlation determined the appropriate number of scenarios that should be used in the R L R O M model runs. The number of generated scenarios, which were derived, demonstrated that this is a very practical approach to obtaining good results, without excessive amounts of computing. In summary, it can be concluded that the R L approach is a very effective approach to the strategic planning for the operation of large-scale hydroelectric power generation systems. The developed methodology has the potential to significantly improve the operational planning for the integrated B C Hydro system. 169 6.3. Future Work There are a number of ways in which the techniques, developed in this thesis, could be enhanced and areas into which it could be expanded. The following is a proposed list of future related research work that could be carried out to extend and enhance this work: Investigate the use of multi-agent (independent/cooperative agents) and to use parallel processing for running the model to speed up the learning process and to decrease C P U time. Investigate other R L approaches including S A R S A , Dyna-Q and other R L techniques that could potentially integrate the planning and learning process. Future research is needed to generalize the use of the function approximation approach, outlined in this research. Neural networks are a possible alternative to the currently adopted piecewise linear function approximation technique. Automate the process of selecting the values of the R L parameters (learning rate and exploration/exploitation rate). Further develop the R L stochastic optimization model to be used for on-line real time control model. Extend the model to include other state variables, such as additional plants and check their effects on the marginal values of energy. Model the Columbia River Treaty operation constraints in more detail. Include regional transmission limits, when modeling regional loads and resources in the B C Hydro system. 170 REFERENCES Abdulhai B . , R. Pringle, and G . J. Karakoulas, "Reinforcement learning for True Adaptive Traffic Signal Control," Journal of Transportation Engineering, A S C E , 129 (3), 278-285, 2003. Arnold, E . , P. Tatjewski, and P. Wolochowicz, "Two Methods for Large-Scale Nonlinear Optimization and Their Comparison on a Case Study of Hydropower Optimization," Journal of Optimization Theory and Applications, 81(2), 221-248, 1994. Barros, M . , Tsai F. , Yang, S.-L., Lopes, J., and Yeh , W . "Optimization of Large-Scale Hydropower System Operations," Journal of Water Resources Planning and Management, A S C E , 129(3), 178-188, 2003. B C Hydro, "Making the Connection: the BC Hydro electric system and how it is operated," 2000. Bellman, R . E . , Dynamic Programming, Princeton University Press, Princeton, New Jersey, 1957. Benders, J. F., "Partitioning Procedures for Solving M i x e d Variables Programming Problems," Numerishe Mathematik, 4, 238-252, 1962. Bertsekas, D . and J. Tsitsiklis, Neuro-Dynamic Programming, Athena Scientific, Belmont, Mass., 1996. Bertsekas D . P., "Neuro-Dynamic Programming." Encyclopedia of Optimization, Kluwer, 2001. Bhattachaya B . , A . H . Lobbrecht, and D . P. Solomatine, "Neural Networks and Reinforcement Learning in Control of Water Systems," Journal of Water Resources Planning and Management, A S C E , 129(6), 2003. Birge, J. R., "Decomposition and Partitioning Methods for Multistage Stochastic Programs," Oper. Res., 33, 989-1007, 1985. 171 Birge J. R. and Mulvey J. M . , "Stochastic Programming," In Mathematical Programming for Industrial Engineers, eds. M . Avr ie l and B . Golany (Dekker, New York, 1996), 543-574, 1996. Can, E . K . and M . H . Houck, "Real Time Reservoir Operations by Goal Programming," Journal of Water Resources Planning and Management, A S C E , 110(3), 297-309, 1984. Cario M . , B . Nelson, "Modeling and Generating Random Vectors with Arbitrary Marginal Distributions and Correlation Matr ix," Technical Report, Department of Industrial Engineering and Management Sciences, Northwestern University, Evanston, Illinois, 1997. Changchit, C , and M . P. Terrell, " C C G P Model for Multiobjective Reservoir System," Journal of Water Resources Planning and Management, A S C E , 115(5), 1989. Crawely, P. and G . Dandy, "Optimal Operation of Multiple Reservoir Systems," Journal of Water Resources Planning and Management, A S C E , 119(1), 1-17, 1993. Coloroni, A . , and G . Fronza, "Reservoir Management V i a Reliability Programming," Water Resources Research, 12(1), 1976. Crites, R. H . and Barto, A . G . , "Improving elevator performance using reinforcement learning," In D . S. Touretzky, M . C. Mozer, M . E . H . , editor, Advances in Neural Information Processing Systems: Proceedings of the 1995 Conference, pages 1017- 1023, Cambridge, M A . M I T Press, (1996). Dantzig, G . B . and G . Infanger, "Intelligent Control and Optimization under Uncertainty with Application to Hydro Power," European Journal of Operational Research, 97, 396-407, 1997. Davis, R. E . and R. Pronovost, "Two Stochastic Dynamic Programming Procedures for Long Term Reservoir Management," paper presented at I E E E Power Engineering Society summer meeting, I E E E , San Francesco, California, July 9-14, 1972. Devroye, Luc, Non-Uniform Random Variate Generation, Springer-Verlag, New York, 1986. 172 Dorigo, M . , E . Bonabeau., and G . Theraulaz, "Ant Algorithms and Stigmergy," Future Generation Comput. Systems, 16, 851-871, 2000. Dupacova J., Giorgio Consigili , and Stein W . Wallace, "Scenarios for Multistage Stochastic Programs," Annals of. Operations Research, 100:25-53, 2000. Druce, D . J., "Decision Support for Short Term Export Sales From a Hydroelectric System," In Computerized Decision Support Systems for Water Managers, Labadie J., L E . Brazi l , I. Corbue, and L E . Johanson, (eds)., A S C E , 490-497, (1989). Druce, D . J., "Incorporating Dai ly Flood Control Objectives Into a Monthly Stochastic .Dynamic Programming Model for a Hydroelectric Complex," Water Resources Research, 26(1), 5-11, 1990. Ernst Damien, Mevludin Glavic and Louis Wehenkel,. "Power Systems Stability Control .Reinforcement Learning Framework," Accepted for publication in IEEE Transactions on Power Systems, http://www.montefiore.ulg.ac.be/~ernst/IEEEtrans-2003.pdf, 2003. Evan-Dar, E . and Y . Mansour, "Learning Rates for Q-Learning," Journal of Machine Learning Research," 5, 1-25, 2003. Gasser, Michael , "Reinforcement learning: exploitation and exploration", http://www.indiana.edu/~q320/Notes/rl4.html. 2004. Giles, J. and W . Wunderlich, "Weekly Multipurpose Planning Model for T V A Reservoir Systems," Journal of Water Resources Planning and Management, A S C E , 107(2), 1-20, 1981. Goldberg, D . , "Genetic Algorithms in Search Optimization and Machine Learning," Addison-Welsy Publishing Company, Inc., Reading, Massachusetts, 1989. Gosavi A . , "Simulation-Based Optimization," Kluwer Academic Publishers, 2003. Grygier, J. and J. Stedinger, " Algorithms for optimizing Hydropower System Operation," Water Resources Research, 21(1), 1-10, 1985. 173 Foufoula-Georgiou E . and P. K . Kitanidis, "Gradient Dynamic Programming for Stochastic Optimal Control of Multidimensional Water Resources Systems," Water Resources Research, 24(8), 1345-1359, 1988. Fourer, R., D . M . Gay, B . W . Kenigham, "AMPL: A Modeling Language of Mathematical Programming," The Scientific Series Press, 2003. Halliburton, T. "Development of a Medium Term Planning Model for B P A , N S R Information, 1997. Hiew, K . , J. Labadie, and J. Scott, "Optimal Operational Analyses of the Colorado-Big Thompson Project," in Computerized Decision Support Systems foe Water Managers, J. Labadie et al., (eds.), A S C E , New York , 632-646, 1989. Higle J. L . and Sen S., "Stochastic Decomposition: an algorithm for two-stage linear programs with recourse," Mathematics of Operations Research, 16:650-669, 1991. Hogan, A . J., J. G . , Morris, and H . E . Thompson, Decision Problems Under Risk and Chance Constrained Programming: Dilemmas in the transition, Management Science, 27(6), 698-716, 1981. Howson, H . R. and N . G . F. Sancho, A New Algorithm for the Solution of Multistate Dynamic Programming Problems, Math. Programming, 8, 104-116, 1975. Hoyland K . , M . Kaut and S. W . Wallace, " A Heuristic for Moment-Matching Scenario Generation," Computational Optimization and Applications, 24(2-3), 169-185, 2003. Hoyland K . , and S. W . Wallace, "Generating Scenario Trees for Multistage Decision Problems," Management Science, 47(2), 295-307, 2001. Huang, W - C , R. Harboe, and J. J. Bogardi, "Testing Stochastic Dynamic Programming Models Conditioned on Observed or Forecasted Inflows," Journal of Water Resources Planning and Management, A S C E , 117(1), 28-36, 1991. Infanger G . , Planning Under Uncertainty: Solving Large-Scale Stochastic Linear Programs, Boyd and Fraser, Danvers, 1994. 174 Jacobson, H . and Q. Mayne, Differential Dynamic Programming, Elsevier, New York , 1970. Jacobs, J. G . , J. Grygier, D . Morton, G . Schulz, K . Staschus, and J. Stedinger, " S O C R A T E S : A System for Scheduling Hydroelectric Generation Under Uncertainty," in Models for planning under uncertainty, Vladimirou et al. (eds.), Baltzer Publishers, Bussum, The Netherlands, 1995. Jalali, M . R., A . Ashfar, and M . A . Marino, "Improved Ant Colony Optimization," Scientia Iranica, 13(3), 295-302, 2006. Johnson, S.A., J. R. Stedinger, C . A . Shoemaker, Y . L i , and J. A . Tejada-Guibert, "Numerical Spline Stochastic Dynamic Programming," in Proceedings of the 16th Annual Conference on Water Resources Planning and Management, A S C E , 137- 140, 1989. Johnson, S.A., J. R. Stedinger, C . A . Shoemaker, Y . L i , and J. A . Tejada-Guibert, " Numerical Solution of Continuous-State Dynamic Programs Using Linear and Spline Interpolation," Oper. Res., 41(3), 484-500, 1993. Kaelbling P. Leslie, M . L . Littman, and A . W . Moore, "Reinforcement Learning: A Survey," Journal of Artificial Intelligence Research, 4, 237-285, 1996. Kaut M . and S. W . Wallace, "Evaluation of Scenario-Generation Methods for Stochastic Programming," http://work.michalkaut.net/CV and studv/SG evaluation.pdf 2003 Kelman, J. , J. R. Stedinger, L . A . Cooper, E . Hsu, and S. Yuan, "Sampling Stochastic Dynamic Programming applied to reservoir operation," Water Resources Research, 26(3), 1990. K o , S-K, D . Fontane, and J. Labadie, "Multiobjective Optimization of Reservoir Systems Operations," Water Resources Bulletin, (28(1), 111-127, 1992. Kumar, D . N . and M . J. Reddy, "Ant Colony Optimization for Multi-Purpose Reservoir Operation," Water resources Management, 20(6), 879-898, 2006. 175 Kracman, D . R., D . C . McKinney , D . W . Watkins, and L .S . Lasdon, "Stochastic Optimization of the Highland Lakes System in Texas," Journal of Water Resources Planning and Management, A S C E , 132(2), 62-70, 2006. Labadie, J. W. , "Dynamic Programming with the Micro-Computer," in Encyclopedia of Microcomputers, A . Kent and J. Will iams, eds., V o l . 5, 275-337, Marcel Dekker, Inc., New York, 1990. Labadie, J . W. , "Reservoir System Optimization Models," Water Resources Update Journal, 107, Universities Council on Water Resources, 1998. Labadie, J. W. , "Optimal Operation of Multireservoir Systems: State-of-the-Art Review," Journal of Water Resources Planning and Management, A S C E , 130(2), 93-111, 2004. Lamond, B . F. and A . Boukhtouta, "Optimizing Long-Term Hydropower Production Using Markov Decision Processes," International Transactions in Operational Research, 3, 223-241, 1996. Lamond, B . F. and Boukhtouta, A . , "Water reservoir applications of Markov decision processes," Handbook of Markov Decision Processes: Methods and Applications, Eds. Feinberg and A . Schwartz, Kluwer, 537-558, 2001. Lamond, B . F. , "Stochastic optimization of a hydroelectric reservoir using piecewise polynomial approximations," INFOR, 41(1), 51-69, 2003. Lamond, B . F. and A . Boukhtouta, " A Neural Approximation for the Optimal Control of a Hydroplant with Random Inflows and Concave Revenues," Journal of Energy Engineering, A S C E , 131(1), 72-95, 2005. Larson, R., State Increment Dynamic Programming, Elsevier, N e w York, 1968. Loganathan, G . and D . Bhattacharya, "Goal-Programming Techniques for Optimal Reservoir Operations, Journal of Water Resources Planning and Management, A S C E , 116(6), 820-838, 1990. Loucks, D . and P. Dorfman, " A n Evaluation of Some Linear Decision Rules in Chance- Constrained Models for Reservoir Planning and Operation," Water Resources Research, 11(6), 1975. Loucks, D.P. , Stedinger, J. R., and Haith, D . A . , Water Resources System Planning and Analysis. Prentice-Hall Inc., Englewood Cliffs, New Jersy 1981. 176 Loretan M . , "Generating Market Risk Scenarios Using Principal Component Analysis: Methological and Practical Consideration," In The Measurement of Aggregate Market Risk, C G F S Publications No. 7, 23-60. Bank for International Settlements, http//www.bis.org/publ.ecsc07.htm. 1997 Lund, J . and I. Ferreira, "Operating Rule Optimization for Missouri River Reservoir System," Journal of Water Resources Planning and Management, A S C E , 122(4), 287-295, 1996. Lur i , P. M . and M . S. Goldberg, " A n Approximate Method for Sampling Correlated Variables from Partially Specified Distributions," Management Science, 44(2), 203- 218, 1998. Martin, Q. W . , "Optimal Dai ly Operation o f Surface Water Systems," Journal of Water Resources Planning and Management, A S C E , 113(4), 453-470, 1986. Murray, D . and S. Yakowitz, "Constrained Differential Dynamic Programming and its Application to Multireservoir Control," Water Resources Research, 15(5), 1017- 1027, 1979. Mousavi, S., M . Karamouz, and M . B . Menhadj, "Fuzzy-State Stochastic Dynamic Programming for Reservoir Operation," Journal of Water Resources Planning and Management, A S C E , 130(6), 460-470, 2004. Nash, G . , "Optimization of the Operation of a Two-Reservoir Hydropower System, Ph.D. Thesis, Department of C i v i l Engineering, University of British Columbia," 2003. Parish, Rudolph S., "Generating Random Deviates from Multivariate Pearson Distributions," Computational Statistics and Data Analysis, 283-295, 1990. Pearl, J. , "Heuristics: Intelligent Search Strategies for Computer Problem Solving," Addison-Wesley, 1984. Pearson, E.S. and J.W. Tukey, "Approximate means and Standard Deviations Based on Distances between Percentage Points o f Frequency Curves," Biometrika, 52 (3/4), 533-546, 1965. 177 Pennanen T. and K o i v u M . , "Integration quadratures in Discretization of Stochastic Programming," E-Print Series, http://www.speps.info, 2002. Pereira, M . V . F. , "Stochastic Optimization of a Multireservoir Hydroelectric System: A Decomposition Approach," Water Resources Research, 21(6), 779-792, 1985. Pereira, M . V . F., "Optimal Stochastic Scheduling of Large Hydroelectric Systems," Electrical Power & Energy Systems, 11(3), 161-169, 1989. Pereira, M . V . F. and Pinto, L . M . V . G . , "Multi-stage Stochastic Optimization Applied to Energy Planning," Mathematical Programming, 52(3), 359-375, 1991. Pereira, M . V . F, Campodonico, N . , Kelman, R., "Application of Stochastic Dual D P and Extensions to Hydrothermal Scheduling," PRSI Technical Report, http://www.psr- inc. com.br/reports. asp. 1999. Pflug G . C. , Scenario Tree Generation For Multiperiod Financial Optimal discretization," Mathematical Programming, 89(2), 251-271, 2001. Piekutowski, M . R . , Litwonowicz, T. and Frowd, R. J., "Optimal Short-Term Scheduling for a Large-Scale Cascaded Hydro System," IEEE Transactions on Power Systems, 9(2), 292-298, 1993. Picacardi, C , and R. Soncini, "Stochastic Analysis Program (SAP) for SDP Optimization," Dep. O f Environ. Eng., Cornell Univ. , Ithaca, N . Y . , 1991. Pronovost, R. and J. Boulva, "Long-Range Operation Planning of a Hydro-Thermal System Modeling and Optimization," Meeting the Canadian Electrical Association, Toronto, Ont. March 13-17, 1978. Raman, H . and V . Chandramouli, "Deriving a General Operating Pol icy for Reservoirs Using Neural Networks," Journal of Water Resources Planning and Management, 122(5), 342-347, 1996. Reis, L . F. R., G . A . Walters, D . Savic, and F. H . Chaudary, "Multi-Reservoir Operation Planning Using Hybrid Genetic Algorithm and Linear Programming ( G A - L P ) : A n Alternative Stochastic Approach," Water Resources Management, 19(6), 831-848, 2005. 178 Reznicek, K . , and Cheng, T .C .E . , "Stochastic Modeling of Reservoir Operations," European Journal of Operational Research, 50, 235-248, 1991. Robbins, H . and S. Monro, " A Stochastic Approximation Method," Ann Math. Statict., (22), 400-407, 1951. Romisch W . and H . Heitsch, "Scenario Reduction Algorithms in Stochastic Programming," Computational Optimization and Applications, 24(2-3), 187-206, 2003. Rotting, T. A . and Gjelsvik, A . , "Stochastic Dual Dynamic Programming for Seasonal Scheduling in the Norwegian Power System," I E E E Transactions on Power Systems, 7(1), 273-279, 1992. Russell, S. O., and P. E . Campbell, "Reservoir Operating Rules with fuzzy programming," Journal of Water Resources Planning and Management, A S C E , 122(3), 165-170, 1996. Saad, M . , A . Turgeon, P. Bigras, and R. Duquette, "Learning Disaggregation Technique for the Operation of Long-Term Hydrotechnical Power Systems," Water Resources Research, 30(11), 3195-3202, 1994. Singh, S. and D . Bertsekas, "Reinforcement Learning for Dynamic Channel Allocation in Cellular Telephone Systems," Advances in Neural information Processing Systems, Conf. Proc, M I T Press, Cambridge, Mass., 1996 Shawwash Z . K . , T. Siu, and S. Russel, "The B C Hydro Short Term Hydro Scheduling Optimization M o d e l " IEEE Transactions on Power Systems, 2000. Shawwash Z . K . "A Decision Support System for Real-Time Hydropower Scheduling in a Competitive Power Market Environment,'''' PhD Thesis, Dept. of C i v i l Engineering, U B C , 2000. Sutton, R.S. , "Reinforcement Learning," In Rob Wilson and Frank K e i l (Eds.), The MIT Encyclopedia of the Cognitive Sciences, M I T Press, 1999, ftp://ftp.cs.umass.edu/pub/anw/pub/sutton/Sutton-99-MITECS.pdf 179 Sutton, R. S. and A . G . Barto, "Reinforcement Learning - An Introduction, " M I T Press, Cambridge, Massachusetts, 1998. Sutton, R.S. , "Learning to Predict by the Methods of Temporal Difference," Machine Learning, Kluwar Academic Publishers, 3: 9-44, 1988. Takeuchi, K . , " Chance-Constrained Model for Real-Time Reservoir Operation Using Drought Duration Curve," Water Resources Research, 22(4), 1986. Tejada-Guibert, J., J. Stedinger, and K . Staschus, "Optimization of the Value of C V P ' s Hydropower Scheduling," Journal of Water Resources Planning and Management, A S C E , 116(1), 53-71, 1990. Tejada-Guibert, J. A . , S. Johnson, and J. R. Stedinger, "Comparison of Two Approaches for Implementing Multireservoir Operating Policies derived Using Stochastic Dynamic Programming," Water Resources Research 29(12), 3969-3980, 1993. TejadaGuibert, J. A . , S. Johnson, and J. R. Stedinger, "The Value of Hydrologic Information in Stochastic Dynamic Programming Models of a Multireservoir System," Water Resources Research 31(10), 2571-2579, 1995. Tesauro, G . J., "Temporal difference learning and TD-Gammon," Communications of the ACM(38), 58-68, 1995. Tilmant, A . , E . Persoons, M . Vanclooster, " Deriving efficient reservoir operating rules using flexible stochastic dynamic programming," Proc. Is' Int. Conf. on Water Resources Management, WIT Press, U . K . 353-364, 2001. Tsitsiklis, J . N , "Asynchronous Stochastic Approximation and Q-Learning," Machine Learning (16), 185-202, 1994. Turgeon A . , " Optimal operation of Multireservoir Power Systems with Stochastic Inflows," Water Resources Research, 16(2), 275-283, 1980. Turgeon, A . , " Optimal Short-Term Hydro Scheduling From the Principle of Progressive Optimality," Water Resources Research, 17(3), 481-486, 1981. Turgeon, A . , " A n Application of Parametric Mixed-Integer Linear Programming to Hydropower Development," Water Resources Research, 23(3), 1987. 180 Turgeon A . , "Solving a Stochastic reservoir management problem with multilag autocorrelated inflows," Water Resources Research, 41(12), W12414, 2005. Unver, O. and L . Mays, "Model for Real-Time Optimal Flood Operation of a Reservoir System," Water Resources Management, 4, 21-46, 1990. Valdes, J. B . , Montburn-Di Filippo, J., Strzepek, K . M . , and Restepo, P. J., "Aggregation- Disaggregation Approach to Multireservoir Operation," Journal of Water Resources Planning and Management, 118(4), 423-444, 1992. V a n Slyke, R. and R.J . -B. Wets, " L-Shaped Linear Programs with Applications to Optimal Control and Stochastic Programming, SIAM J. Appl. Math., 17, 638-663, 1969. Vogel , R. M . and J. R. Stedinger, "The value of streamflow models in overyear reservoir design applications," Water Resources Research, 24(9), 1483-1490, 1988. Wardlaw R. and M . Sharif, " Evaluation of Genetic Algorithms for Optimal Reservoir System Operation," Journal of Water Resources Planning and Management, 125(1), 25-33, 1999. Watkins, C. J. C. H . Learning from Delayed Rewards. Ph.D. Thesis. King ' s College, University of Cambridge, Cambridge, U K , 1989. Wen-Ceng Huang, Yuan Lun-Chin, and Lee Chi -Ming , "Linking Genetic Algorithms with Stochastic Dynamic Programming to Long-Term Operation of a Multireservoir System," Water Resources Research, 38(12), 1304, 2002. Wilson, G . , "Reinforcement Learning: A New Technique for the Real-Time Optimal Control of Hydraulic Networks," Proc. Hydroinformatics Conf, Balkema, The Netherlands, 1996. Yakowitz S., "Dynamic Programming Applications in Water Resources," Water Resources Research, 18(4), 673-696, 1982. 181 Yeh, W . W - G . , " Reservoir management and operation models: A State-of-the-art Review," Water Resources Research, 21(12), 1797-1818, 1985. Young, G . K . , "Finding Reservoir Operation Rules," J. Hydraul. Div., A S C E , 93(HY6), 297-321, 1967. Zhang, W . and Dietterich, T. G . , "High-performance job-shop scheduling with a t ime - delay T D (1) network," Advances in Neural Information Processing Systems: Proceedings of the 1995 Conference, pages 1024-1030, Cambridge, M A . M I T Press, 1996. 182 APPENDIX A ^ L E A R N I N G NUMERICAL E X A M P L E Let us define a Markov chain with two states sj, s2 and at each state two actions aj, a2 are allowed: States = {sj, s2} Actions: A(s,) - {an, an} , A(s2) = {a2h a22) Rewards: R(s,a) = r t(si, a , , ) , r t(si, ai 2 ) , r t(s 2, a 2 i) , r t(s 2, a 2 2) 1 2 The transition probability matrix (TPM) associated with action 1 and 2 are Pt and Pt : 0.7 0.3 0.4 0.6 0.9 0.1 0.2 0.8 1 2 The transition reward matrix ( T R M ) associated with action 1 and 2 are Rt and Rt : R 6 - 5 7 12 Rf 10 17 -14 13 The objective is to maximize the expected rewards. A discount factor of 0.8 is assumed in this example. The learning rate oris defined as: B/n(s,a), where B is a constant assumed 0.1 and n is the number of state-action pair visits. The exploration rate £ is assumed C/t, where C is a constant assumed 0.9 and t is the number of time periods. In the beginning, the learning agent tends to explore more and select non-greedy actions. A s such, it randomly select with a probability £ a different action from the action suggested by the policy learned so far Ms), where tt(s) = argmax a Q*(s, a). A s the number of episodes is getting larger, the learning agent w i l l gradually turn to be greedy and select the best action estimated at state s most of the time with probability 1- £. Calculations of the first ten steps are presented in Table A . l . The following is a detailed description of the calculation procedure in this (2-Learning algorithm example: 183 Period 1: initialize al l the state-action value function (g-Table) to 0 randomly select an initial state s, the selected state is sj calculate the exploration rate = C/t = 0.9/1.0 = 0.9 randomly sample an action a with probability 0.9, the selected action is ai update the number of visits to state si and action ai, n(si, aj) = 1 simulate action 1 and observe the transition to next state and the associated rewards. The next state is S2 and the reward r(s 1,(22) is -5. the learning rate a=B/n(s}, cu) = 0.1/1.0 =0.10 update the Q-table using the equation: 2 0 , a) <- Q(s, a) + a[r + ymax Q(s', a') - Q(s, a)] a Q(sj, ai)^0 + 0.1 [-5 + 0.8* max{0,0} - 0] = -0.50 Period 2: the current state is S2. Calculate the exploration rate e-C/t- 0.9/2.0 = 0.45 sample the actions to select the best (greedy) action with probability 0.45 and a random action with probability 0.55. The selected action is update the number of visits to state S2 and action a2, n(s2, a2) = 1 simulate the action and observe the transition to next state and the associated rewards. The next state is S2 and the immediate reward r(s2,a2) is 13 the learning rate a = B/ n(s2, a^) = 0.1 /1.0 =0.10 update the g-table: Q(s2, a2) <- 0 + 0.1 [13 + 0.8* max{0,0} - 0] = 1.30 184 .Period 10: the current state is S2. Calculate the exploration rate e - C/t = 0.9/10.0 = 0.09 sample the actions to select the best (greedy) action with probability 0.91 and a random action with probability 0.09. The best action at state S2 is ai as (0.7>0.607),. select action ai update the number of visits to state S2 and action aj, n(s2, ai) - 2 simulate the action and observe the transition to next state and the associated rewards. The next state is si and the immediate reward r(s2,ai) is 7 the learning rate a-B/n(s2, a2) = 0.1/2.0 =0.05 update the g-table: Q(s2, a / ) ^ 0 . 7 + 0.05[7 + 0.8*max{-0.103,3.016} -0 .7 ] = 1.136 185 Table A . l . Sample calculations for the Q-Learning example Time Period State Si Probability Matrix Reward Martix Exploration Rate DG reedy Action Selection Visits Simulate Action & Observe Feedback Learning Rate Q-V alues al a2 Rl R2 a1 a2 Trans, state reward n al a2 SI I S2 SI | S2 SI | S2 SI | S2 1 A "7 f\ ar\r\r\ n ' 0.709933 0.100 -0.500 0 s1 s2 0.7 0.4 0.3-< 0.6 CO.9 0.2 0.1 0.8 0 7 -5 12 10 -14 1 / 13 U.9UUU ai I 0 u 0 0 0 2 0.1668252 •0.4037938 s1 0.7 0.3 0.9 0.1 6 -5 10 1 0 -0.5 0 s2 0.4 0.6 0.2 0.8* : f 12 -14 13 a2 0 1 S2 13 0.100 0 1.30 3 0.2584773 0.3560084 s1 0.7 0.3 0.9 0.1 6 -5 10 17 0.3000 1 0 -0.5 0 s2 0.4 0.6 0.2 0.8 7 12 -14 13 a1 1 1 s1 7 0.100 0.70 1.3 4 0.0484106 0.9748682 s1 0.7 0.3 0.9 0.1 6 -5 10 17 0.2250 a2 1 1 s2 17 0.100 -0.5 1.804 s2 0.4 0.6 0.2 0.8 7 12 -14 13 1 1 0.7 1.3 5 0.2377849 0.1620204 s1 0.7 0.3 0.9 0.1 6 -5 10 17 0.1800 1 1 -0.5 1.804 s2 0.4 0.6 0.2 0.8 7 12 -14 13 a2 1 2 s1 -14 0.050 0.7 0.607 6 0.9477175 0.6368037 s1 0.7 0.3 0.9 0.1 6 -5 10 17 0.1500 a1 2 1 s1 6 0.050 -0.103 1.804 s2 0.4 0.6 0.2 0.8 7 12 -14 13 1 2 0.7 0.607 7 0.1759355 0.8324002 s1 0.7 0.3 0.9 0.1 6 -5 10 17 0.1286 a2 2 2 s1 10 0.050 -0.103 2.286 s2 0.4 0.6 0.2 0.8 7 12 -14 13 1 2 0.7 0.607 8 0.8248643 0.1913321 s1 0.7 0.3 0.9 0.1 6 -5 10 17 0.1125 a2 2 3 s1 10 0.033 -0.103 2.604 s2 0.4 0.6 0.2 0.8 7 12 -14 13 1 2 0.7 0.607 9 0.9071856 0.9812344 s1 0.7 0.3 0.9 0.1 6 -5 10 17 0.1000 a2 2 4 s2 17 0.025 -0.103 3.016 s2 0.4 0.6 0.2 0.8 7 12 -14 13 1 2 0.7 0.607 10 0.9071856 0.0694871 s1 0.7 0.3 0.9 0.1 6 -5 10 17 0.0900 2 4 -0.103 3.016 s2 0.4 0.6 0.2 0.8 7 12 -14 13 a1 2 2 s1 7 0.050 1.136 0.607
Cite
Citation Scheme:
Usage Statistics
Country | Views | Downloads |
---|---|---|
United States | 6 | 0 |
Japan | 5 | 0 |
China | 4 | 22 |
France | 2 | 0 |
New Zealand | 2 | 0 |
Canada | 2 | 1 |
Macedonia | 2 | 0 |
Sweden | 2 | 0 |
Belgium | 1 | 0 |
Switzerland | 1 | 0 |
Spain | 1 | 0 |
Iran | 1 | 1 |
City | Views | Downloads |
---|---|---|
Unknown | 8 | 3 |
Tokyo | 5 | 0 |
Mountain View | 3 | 0 |
Stockholm | 2 | 0 |
Vancouver | 2 | 1 |
Shenzhen | 2 | 21 |
Beijing | 2 | 1 |
Lausanne | 1 | 0 |
Ghent | 1 | 0 |
Urbana | 1 | 0 |
Redmond | 1 | 0 |
Ashburn | 1 | 0 |
{[{ mDataHeader[type] }]} | {[{ month[type] }]} | {[{ tData[type] }]} |
Share
Share to: