Open AccessON DESIGN OF WAVM PRESSURE ACTING ON STRUCTURES OF SLOPING TYPE
Author(s) -
Krylov V.V,
L. V. Selivanov,
P S Nikerov
Publication year - 1966
Publication title -
proceedings of conference on coastal engineering/proceedings of ... conference on coastal engineering
Language(s) - English
Resource type - Journals
eISSN - 2156-1028
pISSN - 0589-087X
DOI - 10.9753/icce.v10.53
Subject(s) - impact pressure , flume , pressure measurement , water pressure , shock wave , hydrostatic test , shock (circulatory) , geology , jet (fluid) , geotechnical engineering , mechanics , wave flume , engineering , physics , flow (mathematics) , optics , breaking wave , mechanical engineering , wave propagation , medicine
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.