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contributor authorHugo Perea
contributor authorTheodor S. Strelkoff
contributor authorFloyd J. Adamsen
contributor authorDouglas J. Hunsaker
contributor authorAlbert J. Clemmens
date accessioned2017-05-08T21:52:33Z
date available2017-05-08T21:52:33Z
date copyrightJune 2010
date issued2010
identifier other%28asce%29ir%2E1943-4774%2E0000133.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64989
description abstractA cross-section-averaged advection-dispersion equation (ADE) model was developed to simulate the transport of fertilizer in furrow irrigation. The advection and dispersion processes were solved separately at each time step by implementing a method of characteristics with cubic-spline interpolation and a time-weighted finite-difference scheme, respectively. The upstream boundary condition was a prescribed concentration. Downstream, a zero-flux boundary condition during advance and a concentration gradient following completion of advance were prescribed. Local pseudosteady state was assumed in order to apply Fischer’s longitudinal dispersion equation under nonuniform and unsteady furrow flow conditions. Statistical parameters were used to evaluate the ADE model performance.
publisherAmerican Society of Civil Engineers
titleNonuniform and Unsteady Solute Transport in Furrow Irrigation. I: Model Development
typeJournal Paper
journal volume136
journal issue6
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)IR.1943-4774.0000106
treeJournal of Irrigation and Drainage Engineering:;2010:;Volume ( 136 ):;issue: 006
contenttypeFulltext


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