Local Scour Upstream of a Slit Weir: Ordinary Differential Equation–Based Model under Steady and Unsteady Flow Conditions

Author:

Ota Kazuyuki1,Sato Takahiro2,Arai Ryosuke3,Nakagawa Hajime4

Affiliation:

1. Research Engineer, Fluid Dynamics Sector, Central Research Institute of Electric Power Industry, Chiba 270-1194, Japan (corresponding author).

2. Senior Research Engineer, Fluid Dynamics Sector, Central Research Institute of Electric Power Industry, Chiba 270-1194, Japan.

3. Research Associate, Fluid Dynamics Sector, Central Research Institute of Electric Power Industry, Chiba 270-1194, Japan.

4. Professor, Disaster Prevention Research Institute, Kyoto Univ., Kyoto 612-8235, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference32 articles.

1. Arimitsu T. and Makino S. (2014). “Flow and sediment transport under gate discharge.” Proc. 63rd National Congress of Theoretical and Applied Mechanics Science Council of Japan Japan (in Japanese).

2. Tornado Vortices in Settling Tanks

3. Evolution of Scour Depth at Circular Bridge Piers

4. Time Variation of Scour at Abutments

5. Numerical and experimental investigation of flow and scour around a half-buried sphere

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