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contributor authorMahdi Moradi-Jalal
contributor authorMiguel A. Mariño
contributor authorAbbas Afshar
date accessioned2017-05-08T20:49:21Z
date available2017-05-08T20:49:21Z
date copyrightJune 2003
date issued2003
identifier other%28asce%290733-9437%282003%29129%3A3%28149%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28177
description abstractA methodology based on solving a large-scale nonlinear programming problem is presented for the optimal design and operation of pumping stations. Optimum design and operation refers to the selection of pump type, capacity, and number of units as well as scheduling the operation of irrigation pumps that results in minimum design and operating cost for a given set of demand curves. The design criteria for such pumping stations are based fundamentally on some important and critical parameters, such as pump capacity, number of units, types of pumps, and civil works. The optimization process consists of three main steps: (1) determination of minimum yearly consumed energy; (2) minimization of the total cost for all sets of pumping stations; and (3) selection of the least-cost set among the feasible sets of pumping stations, recognizing a combination of the cited criteria. The computational analysis is based upon one major objective function and a computer program, which is developed to solve the generated equations. Application of the model to the Farabi Agricultural and Industrial Project, Iran, shows considerable savings, about 25% in total annual cost of the pumping station.
publisherAmerican Society of Civil Engineers
titleOptimal Design and Operation of Irrigation Pumping Stations
typeJournal Paper
journal volume129
journal issue3
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(2003)129:3(149)
treeJournal of Irrigation and Drainage Engineering:;2003:;Volume ( 129 ):;issue: 003
contenttypeFulltext


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