Round-Shaped Riprap Stabilization in Overtopping Flow

Author:

Abt Steven R.1234,Thornton Christopher I.1234,Gallegos Humberto A.1234,Ullmann Craig M.1234

Affiliation:

1. Professor, Dept. of Civil Engineering, Engineering Research Center, Colorado State Univ., Fort Collins, CO 80523 (corresponding author). E-mail: sabt@engr.colostate.edu

2. Assistant Professor and Hydraulic Laboratory Director, Dept. of Civil Engineering, Engineering Research Center, Colorado State Univ., Fort Collins, CO 80523. E-mail: thornton@engr.colostate.edu

3. Hydraulic Engineer, Hydrology and Hydraulic Section, Los Angelos District, U.S. Army Corps of Engineers, Los Angeles, CA 90017. E-mail: humberto.gallegos@spl01.usace.army.mil

4. Hydraulic Engineer, Applegate Group, Inc., 1499 West 120th Ave., Suite 200, Denver, CO 80234. E-mail: craigullmann@applegategroup.com

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference19 articles.

1. Riprap Design for Overtopping Flow

2. Abt S. R. Wittler R. J. Ruff J. D. LaGrone D. L. Khattak M. S. Nelson J. D. Hinkle N. E. and Lee D. W. (1987). “Development of riprap design criteria by riprap testing in flumes: Phase I.” NUREG/CR-4651 Vol. 1 U.S. Nuclear Regulatory Commission Washington D.C.

3. Abt S. R. Wittler R. J. Ruff J. D. LaGrone D. L. Khattak M. S. Nelson J. D. Hinkle N. E. and Lee D. W. (1988). “Development of riprap design criteria by riprap testing in flumes: Phase II.” NUREG/CR-4651 Vol. 2 U.S. Nuclear Regulatory Commission Washington D.C.

4. Gallegos H. A. (2001). “Design criteria for rounded/angular rock riprap in overtopping flow.” MS thesis Dept. of Civil Engineering Colorado State Univ. Fort Collins Colo.

5. Gallegos H. A. (2003). “Design criteria for rounded/angular rock riprap in overtopping flow.” Proc. Watershed System 2003 Conf. U.S. Army Corps of Engineers Washington D.C.

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