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contributor authorAmit K. Sinha
contributor authorB. Vasudeva Rao
contributor authorUpmanu Lall
date accessioned2017-05-08T21:07:32Z
date available2017-05-08T21:07:32Z
date copyrightNovember 1999
date issued1999
identifier other%28asce%290733-9496%281999%29125%3A6%28325%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/39604
description abstractA screening model for selecting and sizing potential reservoirs and hydroplants on a river basin is presented. The system is designed to meet annual irrigation and hydropower demands at prescribed levels of reliability. The model is developed with a focus on considerations that are important to the Indian decision makers. A linked simulation-optimization framework is used for formulation. Sizing of reservoirs and hydroplants, and evaluation of objective function and constraints and their derivatives are done as part of simulation. For sizing reservoirs, a new sequent trough algorithm is used that considers evaporation losses automatically. Generator capacities are determined by maximizing the local net revenues produced from hydropower generation. Derivatives are evaluated using automatic differentiation that produces exact derivatives with minimal human effort. The resulting formulation is applied to Par, Auranga, Ambica, and Purna river basins located in India. Comparison of model solutions with those of the state agency shows that the present formulation leads to a reduction in the system storage and cost of its development.
publisherAmerican Society of Civil Engineers
titleYield Model for Screening Multipurpose Reservoir Systems
typeJournal Paper
journal volume125
journal issue6
journal titleJournal of Water Resources Planning and Management
identifier doi10.1061/(ASCE)0733-9496(1999)125:6(325)
treeJournal of Water Resources Planning and Management:;1999:;Volume ( 125 ):;issue: 006
contenttypeFulltext


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