ON DESIGN OF WAVM PRESSURE ACTING ON STRUCTURES OF SLOPING TYPE
No. 10 (1966), Conference Proceedings
No. 10 (1966)

ON DESIGN OF WAVM PRESSURE ACTING ON STRUCTURES OF SLOPING TYPE

Conference Proceedings
https://doi.org/10.9753/icce.v10.53
Published 1966-01-29
Krylov V.V
Hydroproject
Selivanov L.V.
Hydroproject
Nikerov P.S.
Hydroproject
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Keywords

wave pressure
sloped shore
pressure on structure

How to Cite

V.V, K., L.V., S., & P.S., N. (1966). ON DESIGN OF WAVM PRESSURE ACTING ON STRUCTURES OF SLOPING TYPE. Coastal Engineering Proceedings, 1(10), 53. https://doi.org/10.9753/icce.v10.53
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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.
https://doi.org/10.9753/icce.v10.53
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