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    Effect of Microtopography, Slope Length and Gradient, and Vegetative Cover on Overland Flow through Simulation

    Source: Journal of Hydrologic Engineering:;2004:;Volume ( 009 ):;issue: 005
    Author:
    Q. Q. Liu
    ,
    V. P. Singh
    DOI: 10.1061/(ASCE)1084-0699(2004)9:5(375)
    Publisher: American Society of Civil Engineers
    Abstract: Overland flow on a hillslope is significantly influenced by its microtopography, slope length and gradient, and vegetative cover. A 1D kinematic wave model in conjunction with a revised form of the Green-Ampt infiltration equation was employed to evaluate the effect of these surface conditions. The effect of these conditions was treated through the resistance parameter in the kinematic wave model. The resistance in this paper was considered to be made up of grain resistance, form resistance, and wave resistance. It was found that irregular slopes with microtopography eroded more easily than did regular slopes. The effect of the slope gradient on flow velocity and flow shear stress could be negative or positive. With increasing slope gradient, the flow velocity and shear stress first increased to a peak value, then decreased again, suggesting that there exists a critical slope gradient for flow velocity and shear stress. The vegetative cover was found to protect soil from erosion primarily by enhancing erosion-resisting capacity rather than by decreasing the eroding capability of overland flow.
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      Effect of Microtopography, Slope Length and Gradient, and Vegetative Cover on Overland Flow through Simulation

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    contributor authorQ. Q. Liu
    contributor authorV. P. Singh
    date accessioned2017-05-08T21:23:46Z
    date available2017-05-08T21:23:46Z
    date copyrightSeptember 2004
    date issued2004
    identifier other%28asce%291084-0699%282004%299%3A5%28375%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/49801
    description abstractOverland flow on a hillslope is significantly influenced by its microtopography, slope length and gradient, and vegetative cover. A 1D kinematic wave model in conjunction with a revised form of the Green-Ampt infiltration equation was employed to evaluate the effect of these surface conditions. The effect of these conditions was treated through the resistance parameter in the kinematic wave model. The resistance in this paper was considered to be made up of grain resistance, form resistance, and wave resistance. It was found that irregular slopes with microtopography eroded more easily than did regular slopes. The effect of the slope gradient on flow velocity and flow shear stress could be negative or positive. With increasing slope gradient, the flow velocity and shear stress first increased to a peak value, then decreased again, suggesting that there exists a critical slope gradient for flow velocity and shear stress. The vegetative cover was found to protect soil from erosion primarily by enhancing erosion-resisting capacity rather than by decreasing the eroding capability of overland flow.
    publisherAmerican Society of Civil Engineers
    titleEffect of Microtopography, Slope Length and Gradient, and Vegetative Cover on Overland Flow through Simulation
    typeJournal Paper
    journal volume9
    journal issue5
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)1084-0699(2004)9:5(375)
    treeJournal of Hydrologic Engineering:;2004:;Volume ( 009 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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