Design of Rock Protection to Prevent Erosion by Water Flows Down Steep Slopes

Conventional stability analysis methods for determining rock armor size to protect steep (tan θ>0.1) embankments from erosion due to downslope flow do not predict the correct dependency of armor size on the slope. Consequently, such methods become very conservative (discharge factor of safety ∼8...

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Bibliographic Details
Published in:Journal of hydraulic engineering (New York, N.Y.) N.Y.), 2006-10, Vol.132 (10), p.1110-1114
Main Authors: Peirson, William L, Cameron, Shara
Format: Article
Language:English
Subjects:
Applied sciences
Buildings. Public works
Computation methods. Tables. Charts
Exact sciences and technology
Geotechnics
Hydraulic constructions
Miscellaneous
Structural analysis. Stresses
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Summary:Conventional stability analysis methods for determining rock armor size to protect steep (tan θ>0.1) embankments from erosion due to downslope flow do not predict the correct dependency of armor size on the slope. Consequently, such methods become very conservative (discharge factor of safety ∼8 ) at high slopes. We review published large-scale measurements recorded in the literature and show that adequate representation of flow aeration is important as proposed by Hartung and Scheuerlein in 1970. However, the assembled measurements show that the Hartung and Scheuerlein design method is not conservative. The aerated flow equations of Hartung and Scheuerlein, when combined with a correctly formulated stability equation, yield good collapse of the available large-scale data and a conservative design method.
ISSN:0733-9429
1943-7900
DOI:10.1061/(ASCE)0733-9429(2006)132:10(1110)