Abstract
WATER RESOURCES RESEARCH,
VOL. 44,
W01415,
9 PP., 2008
doi:10.1029/2006WR005481
Hedging rule for reservoir operations: 1. A theoretical analysis
Ven Te Chow Hydrosystems Laboratory, Department of Civil and Environmental Engineering, University of Illinois at Urbana-Champaign, Urbana, Illinois, USA
Ven Te Chow Hydrosystems Laboratory, Department of Civil and Environmental Engineering, University of Illinois at Urbana-Champaign, Urbana, Illinois, USA
Hedging rule policies for reservoir operations accept small deficits in current supply to reduce the probability of a severe water shortage later. This paper expands a theoretical analysis and develops a conceptual two-period model for reservoir operation with hedging that includes uncertain future reservoir inflow explicitly. Extended analysis of the model properties and influencing factors is presented with a general utility function, addressing (1) the starting and ending water availability for hedging, (2) the range of hedging that is related to water demand levels, (3) inflow uncertainty, and (4) evaporation loss. Some intuitive knowledge on reservoir operation is proved or reconfirmed analytically; and new knowledge is derived. This theoretical analysis provides an updated basis for further theoretical study, and the theoretical findings can be used to improve numerical modeling for reservoir operation.
Received 31 August 2006; accepted 30 October 2007; published 10 January 2008.
Citation: (2008), Hedging rule for reservoir operations: 1. A theoretical analysis, Water Resour. Res., 44, W01415, doi:10.1029/2006WR005481.
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