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contributor authorR. J. Edling
date accessioned2017-05-08T20:47:07Z
date available2017-05-08T20:47:07Z
date copyrightOctober 1989
date issued1989
identifier other%28asce%290733-9437%281989%29115%3A5%28853%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27090
description abstractThe analysis quantified the energy required to deliver pressure head for the area irrigated by an end gun. The energy actually used to apply water to the corner while the end gun was on and the extra energy used while the end gun was off were estimated. With the end gun off there is increased application of water under the lateral. Energy use associated with this increased application was estimated. The pressure head cost ratio (with end gun/without end gun) was in direct proportion to the capacity ratio (end gun/total system). The values ranged from a cost ratio of 1.73 for a capacity ratio of 0.05 to 3.69 for a capacity ratio of 0.20. Speed modification and flow‐pressure regulation with the end gun off were also considered. Energy reduction was not significant for these modifications.
publisherAmerican Society of Civil Engineers
titleCenter‐Pivot End Gun Irrigation Cost Analysis
typeJournal Paper
journal volume115
journal issue5
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(1989)115:5(853)
treeJournal of Irrigation and Drainage Engineering:;1989:;Volume ( 115 ):;issue: 005
contenttypeFulltext


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