Show simple item record

contributor authorJ. K. Smesrud
contributor authorJ. S. Selker
date accessioned2017-05-08T20:49:08Z
date available2017-05-08T20:49:08Z
date copyrightFebruary 2001
date issued2001
identifier other%28asce%290733-9437%282001%29127%3A1%2845%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28027
description abstractThe model most widely used to represent sprinkler irrigation distribution parameters is based on numerical solutions to the normal cumulative probability density function. For most practical irrigation design and management applications, numerical solutions are too laborious. One other study reported analytical approximations for several irrigation distribution parameters derived from the normal model. The estimation error resulting from those approximations were variable over the operational range of irrigation uniformity and irrigation adequacy and were quite high in some ranges. In this note, more accurate analytical approximations are presented for the distribution coefficient, the application efficiency, the water requirement efficiency, the deficiently irrigated volume, and the average deficit over the deficiently irrigated area. On average, over the entire operational range of irrigation uniformity and irrigation adequacy, the new approximations are about an order of magnitude more accurate than the previous approximations and introduce negligible error for most practical applications.
publisherAmerican Society of Civil Engineers
titleAnalytical Solution for Normal Irrigation Distribution Parameters
typeJournal Paper
journal volume127
journal issue1
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(2001)127:1(45)
treeJournal of Irrigation and Drainage Engineering:;2001:;Volume ( 127 ):;issue: 001
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record