Construction of the profile of a dynamically stable riprap revetment of a sloping protecting structure

摘要

The existing methods of calculating wave actions on riprap revetments [1, 2, 3] were developed for statically stable revetments of structures, when a change in the transverse profile of the slope is not allowed. In the existing works [4, 5], where dynamically stable revetments were studied, particular problems are solved and the proposed calculation schemes have limited use. The results of large-scale investigations carried out on three-dimensional models of hydraulic structures of the Breakwater and embankment type are generalized in the present work [6].