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contributor authorA. Parr
contributor authorS. Limback
contributor authorB. McEnroe
contributor authorS. Zou
date accessioned2017-05-08T22:23:57Z
date available2017-05-08T22:23:57Z
date copyrightNovember 1994
date issued1994
identifier other44024349.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/79650
description abstractThis paper presents a procedure for estimating the total pollutant mass loss resulting from the interrill component of agricultural runoff. The procedure involves successive applications of a flow model and a mass transport model. The two‐dimensional flow model developed by Limback et al. in 1985 provides depth and velocity distributions in the interrill flow domain, where the flow is longitudinally uniform. These distributions are used as input for a diffusional mass transport model to estimate pollutant losses from soil interstices into the overland flow. Empirical relationships are used in the mass transport model to express dispersion coefficients as functions of overland flow and soil parameters. The procedure, based on the interrill flow model, can be used with other mass transport models instead of the diffusion model presented here. Such models might include infiltration, adsorption, convection, or other pertinent physical processes.
publisherAmerican Society of Civil Engineers
titleNon‐Point‐Source Pollution from Interrill Flow Areas
typeJournal Paper
journal volume120
journal issue6
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(1994)120:6(1056)
treeJournal of Irrigation and Drainage Engineering:;1994:;Volume ( 120 ):;issue: 006
contenttypeFulltext


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