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Model Study of Reservoir Riprap Stability
A series of large scale (1:15) experiments have been undertaken to assist the Societe d'Energie de la Baie James (SEBJ) in the development of new design guidelines for riprap. The stability of revetments resting on 1:1.8 and 1:2.25 (V:H) slopes is considered. In an attempt to quantify the relative roles of stone size, gradation and armour layer thickness, these tests were undertaken with stone gradations varying from (Mmax/Mmin ranging from 1 to 10) and with armour layers both 2.2Dn50 and 2.7Dn50 thick.
Model Study of Reservoir Riprap Stability
A series of large scale (1:15) experiments have been undertaken to assist the Societe d'Energie de la Baie James (SEBJ) in the development of new design guidelines for riprap. The stability of revetments resting on 1:1.8 and 1:2.25 (V:H) slopes is considered. In an attempt to quantify the relative roles of stone size, gradation and armour layer thickness, these tests were undertaken with stone gradations varying from (Mmax/Mmin ranging from 1 to 10) and with armour layers both 2.2Dn50 and 2.7Dn50 thick.
Model Study of Reservoir Riprap Stability
Mansard, Etienne P. D. (Autor:in) / Davies, Michael H. (Autor:in) / Caron, Octave (Autor:in)
25th International Conference on Coastal Engineering ; 1996 ; Orlando, Florida, United States
Coastal Engineering 1996 ; 1748-1761
05.08.1997
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
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