Numerical Modeling of Abutment Scour with the Focus on the Incipient Motion on Sloping Beds

Author:

Bihs Hans12,Olsen Nils Reidar B.12

Affiliation:

1. Dept. of Hydraulic and Environmental Engineering, Norwegian Univ. of Science and Technology, S.P. Andersenveg 5, 7491 Trondheim, Norway (corresponding author).

2. Dept. of Hydraulic and Environmental Engineering, Norwegian Univ. of Science and Technology, S.P. Andersenveg 5, 7491 Trondheim, Norway.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering

Reference26 articles.

1. Bed-Load Sediment Transport on Large Slopes: Model Formulation and Implementation within a RANS Solver

2. Discussion of ‘Boundary shear stress in curved trapezoidal channels’ by A. T. Ippen and P. A. Drinker;Brookes H.;J. Hydraul. Eng.,1963

3. Clear-water scour development at bridge abutments

4. Experimental studies on incipient motion of sediment particles on generalized sloping fluvial beds;Dey S.;Int. J. Sediment Res.,2001

5. Threshold of sediment motion on combined transverse and longitudinal sloping beds

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