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contributor authorA. Al‐Azba
contributor authorT. Strelkoff
date accessioned2017-05-08T20:47:57Z
date available2017-05-08T20:47:57Z
date copyrightMarch 1994
date issued1994
identifier other%28asce%290733-9437%281994%29120%3A2%28292%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27541
description abstractThe Hall technique for computing stream advance down an irrigated border strip is shown to be inconsistent in the selection of numerical parameters for approximating infiltrated volume. This inconsistency leads to violation of mass conservation and to error in computed advance. By viewing it in dimensionless terms, the behavior of this error is demonstrated over the practical range of variation of border‐irrigation parameters with a Kostiakov infiltration formula and Manning roughness formula. It is shown to vary from insignificant magnitudes under 1% to well over 10%. A correction term to neutralize the inconsistency is presented. An alternate formulation free of the inconsistency and suitable for modern high‐speed computers working with a reasonably large number of significant figures is presented. Errors stemming from the basic physical assumption—constant average depth of surface water—are not addressed.
publisherAmerican Society of Civil Engineers
titleCorrect Form of Hall Technique for Border Irrigation Advance
typeJournal Paper
journal volume120
journal issue2
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(1994)120:2(292)
treeJournal of Irrigation and Drainage Engineering:;1994:;Volume ( 120 ):;issue: 002
contenttypeFulltext


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