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Reanalysis of Wave Runup on Structures and Beaches

Reanalysis of Wave Runup on Structures and Beaches PDF Author: Philip N. Stoa
Publisher:
ISBN:
Category : Breakwaters
Languages : en
Pages : 140

Book Description
Example problems and methods of data analysis, together with general observations, are given. Smooth-slope runup results for both breaking and nonbreaking waves are presented in a set of curves similar to but revised from those in the Shore Protection Manual (SPM) (U.S. Army, Corps of Engineerings, Coastal Engineering Research Center, 1977). The curves are for structure slopes fronted by horizontal and 1 on 10 bottom slopes. The range of values of d sub s/H' sub o was extended to d sub s/H' sub o = 8; relative depth (d sub s/H' sub o) is important even for d sub s/H' sub o> 3 for waves which do not break on the structure slope. Rough-slope results are presented in similar curves if sufficient data were available. Otherwise, results are given as values of r, which is the ratio of rough-slope runup to smooth-slope runup. Scale-effect in runup is discussed.

Reanalysis of Wave Runup on Structures and Beaches

Reanalysis of Wave Runup on Structures and Beaches PDF Author: Philip N. Stoa
Publisher:
ISBN:
Category : Breakwaters
Languages : en
Pages : 140

Book Description
Example problems and methods of data analysis, together with general observations, are given. Smooth-slope runup results for both breaking and nonbreaking waves are presented in a set of curves similar to but revised from those in the Shore Protection Manual (SPM) (U.S. Army, Corps of Engineerings, Coastal Engineering Research Center, 1977). The curves are for structure slopes fronted by horizontal and 1 on 10 bottom slopes. The range of values of d sub s/H' sub o was extended to d sub s/H' sub o = 8; relative depth (d sub s/H' sub o) is important even for d sub s/H' sub o> 3 for waves which do not break on the structure slope. Rough-slope results are presented in similar curves if sufficient data were available. Otherwise, results are given as values of r, which is the ratio of rough-slope runup to smooth-slope runup. Scale-effect in runup is discussed.

Wave Runup and Overtopping on Beaches and Coastal Structures

Wave Runup and Overtopping on Beaches and Coastal Structures PDF Author: Nobuhisa Kobayashi
Publisher:
ISBN:
Category : Ocean waves
Languages : en
Pages : 96

Book Description


Wave Run-up on Beaches

Wave Run-up on Beaches PDF Author: M. C. Shen
Publisher:
ISBN:
Category : Ocean waves
Languages : en
Pages : 84

Book Description
The motion of water on a uniformly sloping beach, just after a bore reaches the shore, is studied. The shllow-water equations are used to fomulate a singular hyperbolic problem, which is solved by the help of RIEMANN'S Method and of the trutural theory of quasilinear hyperbolic equations developed in gas dynmics. The shore line is found to advance suddenly with non-zero velocity and then to move up and down the beach with constant, negative acceleration. The solution s shown to contain limit lines indiating a rather unexpeted, secondary bore in the back-wsh. (Author).

Peanalysis of Wave Runup on Structures and Beaches

Peanalysis of Wave Runup on Structures and Beaches PDF Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 131

Book Description


Irregular Wave Runup on Coastal Structures and Beaches

Irregular Wave Runup on Coastal Structures and Beaches PDF Author: Cheol Shik Shin
Publisher:
ISBN:
Category :
Languages : en
Pages : 188

Book Description


Reanalysis of Wave Runup on Structures and Beaches (Classic Reprint)

Reanalysis of Wave Runup on Structures and Beaches (Classic Reprint) PDF Author: Philip N. Stoa
Publisher: Forgotten Books
ISBN: 9781527853805
Category : Technology & Engineering
Languages : en
Pages : 144

Book Description
Excerpt from Reanalysis of Wave Runup on Structures and Beaches Approved for publication in accordance with Public Law 166, 79th Congress, approved 31 July 1945, as supplemented by Pablic Law 172, 88th Congress, approved 7 November 1963. About the Publisher Forgotten Books publishes hundreds of thousands of rare and classic books. Find more at www.forgottenbooks.com This book is a reproduction of an important historical work. Forgotten Books uses state-of-the-art technology to digitally reconstruct the work, preserving the original format whilst repairing imperfections present in the aged copy. In rare cases, an imperfection in the original, such as a blemish or missing page, may be replicated in our edition. We do, however, repair the vast majority of imperfections successfully; any imperfections that remain are intentionally left to preserve the state of such historical works.

Wave Run-up on Beaches and Coastal Structures

Wave Run-up on Beaches and Coastal Structures PDF Author: Alejandro Hammeken Arana
Publisher:
ISBN:
Category :
Languages : en
Pages : 0

Book Description


Wave Run-up on Beaches and Coastal Structures

Wave Run-up on Beaches and Coastal Structures PDF Author: A. M. Hammeken Arana
Publisher:
ISBN:
Category :
Languages : en
Pages :

Book Description


Technical Report - U.S. Army, Corps of Engineers, Coastal Engineering Research Center

Technical Report - U.S. Army, Corps of Engineers, Coastal Engineering Research Center PDF Author: Coastal Engineering Research Center (U.S.)
Publisher:
ISBN:
Category :
Languages : en
Pages : 340

Book Description


Dynamics of Marine Sands

Dynamics of Marine Sands PDF Author: Richard Soulsby
Publisher: Thomas Telford
ISBN: 9780727725844
Category : Science
Languages : en
Pages : 280

Book Description
The practical engineer looking for an urgent solution to a sediment-related project often finds that the results of the relevant academic research are published in unfamiliar language in publications that are not easily available. Dynamics of marine sands bridges the gap between academic research and practical applications by summarising the research results in a unified form, backed up with worked examples and case studies. This comprehensive new book presents methods for calculating the various hydrodynamic and sediment dynamic quantities necessary for marine sediment transport applications, and recommends the most appropriate methods to use for engineering projects.