Experimental Study of Scour Induced by Temporally Oscillating Hydraulic Jump in a Stilling Basin

Author:

Champagne Ted M.1,Barkdoll Brian D.2,González-Castro Juan A.3

Affiliation:

1. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Michigan Technological Univ., 1400 Townsend Blvd., Houghton, MI 49931.

2. Professor, Dept. of Civil and Environmental Engineering, Michigan Technological Univ., 1400 Townsend Blvd., Houghton, MI 49931 (corresponding author).

3. Streamgauging Section Lead, South Florida Water Management District, 3301 Gun Club Rd., West Palm Beach, FL 33406.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Agricultural and Biological Sciences (miscellaneous),Water Science and Technology,Civil and Structural Engineering

Reference27 articles.

1. Abdel Ghafar A. Mossa M. and Petrillo A. (1995). “Scour from flow downstream of a sluice gate after a horizontal apron.” 6th Int. Symp. on River Sedimentation—Management of Sediment—Philosophy Aims and Techniques New Delhi C. V. J. Varma and A. R. G. Rao ed. Oxford & IBH Publishing New Delhi India 1069–1088.

2. Generalized Flow Rating Equations at Prototype Gated Spillways

3. Champagne T. (2011). “Physical modeling of air injection as a scour remediation technique near gated weir stilling basins.” M.S. thesis Michigan Technological Univ. Houghton MI.

4. Champagne T. M. Barkdoll B. D. González-Castro J. A. and Deaton L. (2010). “Experiments identifying worst case scour conditions of gated weir stilling basins.” Proc. World Environmental and Water Resources Congress ASCE Reston VA.

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