Revisiting Riprap Sizing Relationships for Overtopping Flow Conditions
Author:
Affiliation:
1. Senior Associate, Stantec, 3133 W. Frye Rd., Suite 300, Chandler, AZ 85226 (corresponding author). ORCID: .
2. Civil Engineer, Stantec, 2890 East Cottonwood Pkwy., Suite 300, Salt Lake City, UT 84121.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29HY.1943-7900.0001796
Reference20 articles.
1. Riprap Design for Overtopping Flow
2. Evaluation of Overtopping Riprap Design Relationships
3. Riprap stability on steep slopes;Chang H. H.;Int. J. Sediment Res.,1998
4. Field and model tests of riprap on steep slopes exposed to overtopping
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