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    Comparison of Linear and Nonlinear Models for Cohesive Sediment Detachment: Rill Erosion, Hole Erosion Test, and Streambank Erosion Studies 

    Source: Journal of Hydraulic Engineering:;2016:;Volume ( 142 ):;issue: 009
    Author(s): A. Khanal; K. R. Klavon; G. A. Fox; E. R. Daly
    Publisher: American Society of Civil Engineers
    Abstract: Cohesive sediment detachment is typically modeled for channels, levees, spillways, earthen dams, and internal erosion by using a linear excess shear stress approach. However, mechanistic nonlinear detachment models, such ...
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