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contributor authorA. J. Clemmens
contributor authorE. Bautista
date accessioned2017-05-08T21:52:31Z
date available2017-05-08T21:52:31Z
date copyrightOctober 2009
date issued2009
identifier other%28asce%29ir%2E1943-4774%2E0000119.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64974
description abstractIrrigation practitioners use empirical infiltration equations. Theoretical infiltration equations are currently not capable of capturing surface irrigation infiltration behavior, particularly during initial wetting. For a coarse textured soil, an example is shown where the Green-Ampt equation can be adjusted to match field “average” infiltration conditions by altering the soil’s physical properties. For finer textured soils, a time offset is proposed for adjusting the Green-Ampt equation to account for cracking and soil consolidation upon wetting. This results in a nonzero infiltration amount at time 0, a phenomenon commonly observed for infiltration of cracking soils. Applying this concept to the Philip equation (same as Modified Kostiakov equation with
publisherAmerican Society of Civil Engineers
titleToward Physically Based Estimation of Surface Irrigation Infiltration
typeJournal Paper
journal volume135
journal issue5
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)IR.1943-4774.0000092
treeJournal of Irrigation and Drainage Engineering:;2009:;Volume ( 135 ):;issue: 005
contenttypeFulltext


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