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contributor authorAbbas Afshar
contributor authorMiguel A. Mariño
contributor authorAhmad Abrishamchi
date accessioned2017-05-08T21:06:42Z
date available2017-05-08T21:06:42Z
date copyrightJanuary 1991
date issued1991
identifier other%28asce%290733-9496%281991%29117%3A1%2874%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/39085
description abstractA mixed integer linear optimization model for river basin development for irrigation is presented. The model is a chance‐constrained optimization model that considers the interactions between design and operation parameters (reservoir capacity, delivery system capacity, hectares of land to be developed and planted to different crops, etc.). The model is capable of integrating all decision variables in the design phase, thus accounting directly for any interdependency between the design variables. The model uses a mixed integer technique to linearize the nonlinear cost functions and is applicable to concave and convex cost functions. Solution of the model provides the optimum extent of the land development for irrigation, cropping pattern, reservoir and canal capacities, as well as the necessary linear decision rule operational parameters. Also, solution of the model reveals the importance of direct inclusion of the reservoir cost in the model in comparison to only minimizing the reservoir capacity under an assumed demand distribution.
publisherAmerican Society of Civil Engineers
titleReservoir Planning for Irrigation District
typeJournal Paper
journal volume117
journal issue1
journal titleJournal of Water Resources Planning and Management
identifier doi10.1061/(ASCE)0733-9496(1991)117:1(74)
treeJournal of Water Resources Planning and Management:;1991:;Volume ( 117 ):;issue: 001
contenttypeFulltext


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