ABSTRACT

Riprap is commonly used to prevent erosion around different hydraulic structures such as riverbanks, shorelines, streambeds, bridge piers and abutments, and dams. When riprap is installed on the riverbanks, its stability is affected by the stream flow, slope angle, and material properties of the riprap elements. The magnitude of the slope angle affects the critical velocity and critical shear stress of the riprap rocks, which could endanger the stability of the riprap and cause the failure of the riprap layer. In recent years, a combination of computational fluid dynamics with the discrete element method, CFD-DEM, has proven its efficiency in the simulation of micro behavior of erosion around different hydraulic structures. In this research, using this tool, multiple numerical simulations are performed to study the effect of the slope angle on the critical velocity of individual riprap rocks. The effect of other parameters such as angularity of the rock elements is also studied. Results of the numerical simulations are summarized in a chart that shows the critical velocity and critical shear stress of individual riprap elements as a function of the slope angle.

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Go to Geo-Congress 2023
Geo-Congress 2023
Pages: 457 - 468

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Published online: Mar 23, 2023

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M. Bahmani, Ph.D. [email protected]
P.E.
1Project Engineer, Weaver Consultants Group, Fort Worth, TX. Email: [email protected]
J.-L. Briaud, Ph.D., M.ASCE [email protected]
P.E.
2Distinguished Professor, Zachry Dept. of Civil and Environmental Engineering, Texas A&M Univ., College Station, TX. Email: [email protected]

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