Abstract
The realistic incorporation of reliability into the optimisation of reservoir system design and operation remains a particularly difficult task after decades of research. While most of this research has worked with methods based on linear or dynamic programming, little has been done to find out how well the problem could be handled by a simulation model linked to an optimisation model (SO model). Water supply systems have to satisfy different demands that each require various levels of reliability and these need to be incorporated in analyses for efficient system design and operation. This study presents an approach for determining the reservoir sizes and monthly operating rules that maximise the yield of a water supply system subject to multiple reliability constraints of supply and reservoir storage. A behaviour analysis model linked to a genetic algorithm is applied and the constraints are implemented using multiplicative penalties. This approach is found to deal with multiple reliability constraints realistically and effectively with multiple runs clearly identifying the active and the redundant constraints. The long computation times are, however, a drawback for the approach and suggestions to reduce these are suggested. Powell’s conjugate direction method is also used to optimise one of the cases analysed and obtains a slightly lower yield than the genetic algorithm but with a lower number of simulations. The method obtains yields comparable to the South African Water Resources Yield Model (WRYM) and has the advantage of automating the derivation of inter-reservoir operating rules.
Highlights
The construction of large-scale reservoir systems has declined significantly in many parts of the world for various reasons
Reservoir system optimisation research in the last 4 decades has, been dominated by methods based on linear programming (LP) and dynamic programming (DP)
This study investigates the application of a simulation-optimisation (SO) approach to determine the reservoir sizes and monthly operating rules of a water supply reservoir system that maximise yield incorporating:
Summary
The construction of large-scale reservoir systems has declined significantly in many parts of the world for various reasons. (12) paring Case 3 with Case 5 and Case 4 with Case 6, it is evident that the independent rule gave slightly inferior results than the where: simple linear dependence rule though it required 35 more decinresl is the number of times that restrictions of the lth level sion variables This is considered a result of the more difficult are imposed in the simulation period (12N months) optimisation due to the additional parameters. This case consistently obtained highly variable monthly demands which would not be realistic for domestic, municipal or industrial water supplies but could be. It is expected that Powell’s method would have obtained improved results with a smaller scaled step than the 0.05 of the search range applied in the analysis but this would have required a larger number of simulations.
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