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contributor authorI. Pulido-Calvo
contributor authorJ. Roldán
contributor authorR. López-Luque
contributor authorJ. C. Gutiérrez-Estrada
date accessioned2017-05-08T20:49:22Z
date available2017-05-08T20:49:22Z
date copyrightAugust 2003
date issued2003
identifier other%28asce%290733-9437%282003%29129%3A4%28247%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28192
description abstractTime should be considered in carrying out the design and management of demand irrigation distribution systems. In this paper, a method to characterize the pumping flow in demand pressurized systems throughout the day and irrigation season is presented. This method considers the temporal evolution of water requirements during the irrigation season and water demand concentration in certain periods of the irrigation day due to different electrical energy charges. The model was established based on data from an actual water distribution network of an irrigation district in southern Spain. The results differed significantly from those obtained using approaches based on establishing a uniform working probability for the outlets of the water distribution network at all hours of the irrigation day, which underestimated the circulating flows or system capacity. The most probable pumping flow with uniform probability was 3.1 m
publisherAmerican Society of Civil Engineers
titleWater Delivery System Planning Considering Irrigation Simultaneity
typeJournal Paper
journal volume129
journal issue4
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(2003)129:4(247)
treeJournal of Irrigation and Drainage Engineering:;2003:;Volume ( 129 ):;issue: 004
contenttypeFulltext


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