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contributor authorShiyan Zhang
contributor authorJennifer G. Duan
contributor authorTheodor S. Strelkoff
contributor authorEduardo Bautista
date accessioned2017-05-08T21:53:03Z
date available2017-05-08T21:53:03Z
date copyrightApril 2012
date issued2012
identifier other%28asce%29ir%2E1943-4774%2E0000425.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/65297
description abstractThis study developed a one-dimensional numerical model for the simulation of unsteady flow and the resultant soil erosion in irrigation furrows. The model solves a modified version of the Saint-Venant equations that consider the loss of mass and momentum attributable to infiltration and sediment transport. The transport rate of fine sediment was predicted with a modified Laursen formula that treats the tractive shear stress as a function of both Reynolds number and the particle size. The modified Laursen formula was verified by using the erosion data measured in the field and in a laboratory flume. The model accurately predicted flow advance times and outflow hydrographs in comparison with data measured in irrigation furrows at Kimberly, Idaho. Sediment discharge predictions were less accurate.
publisherAmerican Society of Civil Engineers
titleSimulation of Unsteady Flow and Soil Erosion in Irrigation Furrows
typeJournal Paper
journal volume138
journal issue4
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)IR.1943-4774.0000396
treeJournal of Irrigation and Drainage Engineering:;2012:;Volume ( 138 ):;issue: 004
contenttypeFulltext


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