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contributor authorTonny T. de Vries
contributor authorArif A. Anwar
contributor authorMuhammad Tousif Bhatti
date accessioned2017-12-16T09:06:16Z
date available2017-12-16T09:06:16Z
date issued2017
identifier other%28ASCE%29IR.1943-4774.0001218.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4238575
description abstractFor many large irrigation systems, distributing water equitably is a stated management objective. Canal operations plans specify which canal to operate at what discharge for each irrigation interval to achieve the stated objective. In this study, a function of the Gini index is incorporated in to an integer program that can develop a canal operations plan. In contrast with earlier canal operations planners that minimize inequity, the operations planner presented herein does not constrain the discharge in a canal to a binary integer. Rather, the user can define an allocation cost function that in turn defines the preferred operational range of discharge over which any canal should be operated for any interval. The operations planner can also be modified to permit spillages. The model is applied to a secondary canal in Pakistan, and the sensitivity of the results to operational range and permissible spillage are explored. An engineering application of the model is presented.
publisherAmerican Society of Civil Engineers
titleCanal Operations Planner. III: Minimizing Inequity with Delivery Performance Ratio Relaxation
typeJournal Paper
journal volume143
journal issue9
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)IR.1943-4774.0001218
treeJournal of Irrigation and Drainage Engineering:;2017:;Volume ( 143 ):;issue: 009
contenttypeFulltext


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