A.G.Marchenko, L.M.Tereshchenko Model investigation of fetures of send shore dynamics at the conditions of its protection by transverse constructions with different degree of penetration |
Applied hydromechanics, Vol. 11 (83) ¹ 1, (2009) |
| The results of experimental researches of factors of dynamics of on-shore sandy slope are presented under act of wind waves. The experiment was conducted on water space dike dam models. The variants are as following: the free shore (natural conditions); coast, protected the system of impenetrable groins; coast, protected the system of groins with the different degree of permeability of their constructions. The analysis of development of hydrodynamic processes (washed out, accumulation and transit of alluviums) on the send bank in variants. The estimation of influence of permeability of transversal buildings is given on the processes of traffic of alluviums regulation on a shoreface. |
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| TEXT LANGUAGE: Ukrainian |