Chapter
Dec 31, 2015
On Design of Wave Pressure Acting on Structures of Sloping Type
Authors: V. V. Krylov, L. V. Selivanov, and P. S. NikerovAuthor Affiliations
Publication: Coastal Engineering 1966
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.
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Published In
Coastal Engineering 1966
Pages: 953 - 957
Copyright
© 1967 American Society of Civil Engineers.
History
Published online: Dec 31, 2015
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Authors
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V. V. Krylov
master of Science, Hydroproject, Moscow,USSR
L. V. Selivanov
master of Science, Hydroproject
P. S. Nikerov
Master of Science,Odessa Coastal Structures Designing Institute, U.S.S.R.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.