ON DESIGN OF WAVM PRESSURE ACTING ON STRUCTURES OF SLOPING TYPE

Krylov V.V, Selivanov L.V., Nikerov P.S.

Abstract


In the paper some results of study of active external pressure of wind waves acting on structures of sloping type are presented in brief. The pressure developed by waves and acting on the inclined wall is divided into impact pressure and pressure remaining after shock. For determination of maximum water pressure remaining after shock a prof. N.N.Djunkovsky scheme is used (R.-I). Pressure distribution curve of water remaining after shock along the slope is determined by means of consideration of jet pressure acting on inclined wall. Design ourve is compared with the data of laboratory wave flume tests. Measurement pressure data received at test zone in reservoir is statistically treated.

Keywords


wave pressure; sloped shore; pressure on structure

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