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contributor authorG. C. Dandy
contributor authorA. M. Hassanli
date accessioned2017-05-08T20:48:20Z
date available2017-05-08T20:48:20Z
date copyrightOctober 1996
date issued1996
identifier other%28asce%290733-9437%281996%29122%3A5%28265%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27744
description abstractA nonlinear model for the optimum design and operation of drip irrigation systems on flat terrain is presented in this paper. The analysis is based on dividing a field into subunits and evaluating various shift patterns and the corresponding pipe and pump sizes in order to identify a minimum cost solution. The decision variables are the lengths of two given pipe sizes for the laterals, the diameters of all other pipes, the size of pump, the area and dimensions of subunits, as well as the shift patterns and the irrigation time for each shift and set of subunits irrigated simultaneously. The optimization procedure involves a complete enumeration approach, which minimizes the sum of the capital cost of the system and the present value of operating costs. The model is applied to a case study of a level rectangular field supplied from a ground-water source at its center. The results obtained indicate that one shift operation is the most cost-effective provided the emitter flow rate is above a defined minimum level.
publisherAmerican Society of Civil Engineers
titleOptimum Design and Operation of Multiple Subunit Drip Irrigation Systems
typeJournal Paper
journal volume122
journal issue5
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(1996)122:5(265)
treeJournal of Irrigation and Drainage Engineering:;1996:;Volume ( 122 ):;issue: 005
contenttypeFulltext


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