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New combination bank protection constructed on Eel River near Dyerville
Design used consisted of medium rock riprap 2 ft 9 in. thick, normal to 1 1/2:1 embankment slope, and 6 in. × 25 ft flexible rock and wire mattress 5 ft above toe of rock riprap; bank to be protected consisted of alluvial silt extending to depth of 15 ft below stream bed; 35-ft flood height; diagonal velocity developed; flexible mattress effective.
New combination bank protection constructed on Eel River near Dyerville
Design used consisted of medium rock riprap 2 ft 9 in. thick, normal to 1 1/2:1 embankment slope, and 6 in. × 25 ft flexible rock and wire mattress 5 ft above toe of rock riprap; bank to be protected consisted of alluvial silt extending to depth of 15 ft below stream bed; 35-ft flood height; diagonal velocity developed; flexible mattress effective.
New combination bank protection constructed on Eel River near Dyerville
Calif Highways Pub Works
Tilton, Jr., G.A. (Autor:in)
1943
Aufsatz (Zeitschrift)
Englisch
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River bank slope protection structure and river bank slope protection method
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