Tentative design procedure for riprap-lined channels.

Auteur(s)
Anderson, A.G. Paintal, A.S. & Davenport, J.T.
Jaar
Samenvatting

The interrelationships between the discharge, the longitudinal slope, the size and shape of a channel, and the size distribution of the riprap lining are described. Design criteria by which a riprap-lined drainage channel can be proportioned and the riprap lining can be specified for a given discharge and longitudinal slope are developed.

Publicatie

Bibliotheeknummer
A 9921 IRRD 60033
Uitgave

Washington, D. C., Highway Research Board, 1970. 28 cm., 75 p + app., fig., graph., tab., 38 ref. NCHRP report 108

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