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1985 riprap tests in flood control channels
1985 riprap tests in flood control channels (Online)
Ruff, James F.
Shaikh, Alaeddin. Abt, Steven R. Richardson, E. V. (Everett V.) 1924-
Colorado State University. Department of Civil Engineering. U.S. Army Engineer Waterways Experiment Station.
1985
Colorado State University, Civil Engineering Department
Fort Collins, Colo.
This study is a continuation of the work to determine the point of incipient failure and other hydraulic characteristics of riprap for providing criteria for design of stable ripraps in flood control channels. Two sizes riprap materials were tested. One material had a d = 1.0 in. and the other had a d₅₀ = 2.0 in. Both riprap sizes had the ETL 1110-2-120 gradation recommended by WES.
prepared for U.S. Army Corps of Engineers, Waterways Experiment Station ; by: James F. Ruff, Alaeddin Shaikh, Steven R. Abt, E.V. Richardson. "August 1985." "CER85-86-JFR-AS-SRA-EVR-17." Print version record.
Riprap Channels (Hydraulic engineering)
1 online resource (vi, 44 numbered and 130 unnumbered pages) : illustrations
eng
CER
UCSU6/16.2/R48/1985/INTERNET
http://hdl.handle.net/11629/co:27768
1031713684
2018-04-25T19:13:45.307Z