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contributor authorAbdulaziz S. Turbak
contributor authorHubert J. Morel‐Seytoux
date accessioned2017-05-08T20:46:52Z
date available2017-05-08T20:46:52Z
date copyrightFebruary 1988
date issued1988
identifier other%28asce%290733-9437%281988%29114%3A1%2831%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26950
description abstractThe general problem of advance and recession of irrigation water on an initially dry surface is formulated using the kinematic‐wave theory. In this part of the study, the infiltration rate is assumed constant in time and space. Analytical solutions for the advance and recession are used to derive expressions for volumes in surface storage and cumulative volumes of infiltration and runoff during all phases of one irrigation cycle. This comprehensive analytical model is then tested using field data. Its usefulness and limitations are discussed.
publisherAmerican Society of Civil Engineers
titleAnalytical Solutions for Surface Irrigation. I: Constant Infiltration Rate
typeJournal Paper
journal volume114
journal issue1
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(1988)114:1(31)
treeJournal of Irrigation and Drainage Engineering:;1988:;Volume ( 114 ):;issue: 001
contenttypeFulltext


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