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Estimation of Wave Transmission Coefficients for Overtopping of Impermeable Breakwaters

Estimation of Wave Transmission Coefficients for Overtopping of Impermeable Breakwaters PDF Author: William N. Seelig
Publisher:
ISBN:
Category : Breakwaters
Languages : en
Pages : 18

Book Description


Estimation of Wave Transmission Coefficients for Overtopping of Impermeable Breakwaters

Estimation of Wave Transmission Coefficients for Overtopping of Impermeable Breakwaters PDF Author: William N. Seelig
Publisher:
ISBN:
Category : Breakwaters
Languages : en
Pages : 18

Book Description


Estimation of Wave Transmission Coefficients for Permeable Breakwaters

Estimation of Wave Transmission Coefficients for Permeable Breakwaters PDF Author: William N. Seelig
Publisher:
ISBN:
Category : Breakwaters
Languages : en
Pages : 32

Book Description
The Madsen and White (1976) analytical model of wave transmission through permeable breakwaters is combined with a wave transmission by overtopping formula to provide a method of predicting wave transmission coefficients for permeable breakwaters. Comparison of this combined prediction technique with physical model laboratory tests shows that the technique is useful for estimating transmission coefficients for design. A computer program was found the most convenient method of making predictions. The computer program and an example showing program use are included in an Appendix. (Author).

Two-dimensional Tests of Wave Transmission and Reflection Characteristics of Laboratory Breakwaters

Two-dimensional Tests of Wave Transmission and Reflection Characteristics of Laboratory Breakwaters PDF Author: William N. Seelig
Publisher:
ISBN:
Category : Breakwaters
Languages : en
Pages : 198

Book Description
Monochromatic and irregular wave transmission and reflection measurements were made for various subaerial and submerged breakwater cross sections. These two-dimensional laboratory tests included smooth impermeable breakwaters, rubble-mound breakwaters, and breakwaters armored with dolos unit. Wave transmission by overtopping was found to be related to breakwater freeboard wave runup, and breakwater crest width; a method of estimating transmission by overtopping coefficients is presented. The Madsen and White (1976) numerical procedure was found to be an important tool for predicting the amount of transmission through permeable breakwaters. Suggested procedures for estimating transmission coefficients have been incorporated into the computer programs OVER and MADSEN (included as appendixes) and these programs may be used to predict wave transmission coefficients for nonbreaking, breaking, monochromatic, and irregular wave conditions. (Author).

Technical Report

Technical Report PDF Author: Coastal Engineering Research Center (U.S.)
Publisher:
ISBN:
Category : Beach erosion
Languages : en
Pages : 252

Book Description
Includes various editions of some numbers.

Estimation of Wave Reflection and Energy Dissipation Coefficients for Beaches, Revetments, and Breakwaters

Estimation of Wave Reflection and Energy Dissipation Coefficients for Beaches, Revetments, and Breakwaters PDF Author: William N. Seelig
Publisher:
ISBN:
Category : Beaches
Languages : en
Pages : 46

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 : Beach erosion
Languages : en
Pages : 252

Book Description


Wave Transmission by Overtopping

Wave Transmission by Overtopping PDF Author: Ralph Herbert Cross
Publisher:
ISBN:
Category : Breakwaters
Languages : en
Pages : 37

Book Description
The report presents a theory for ocean wave transmission past breakwaters by overtopping, based on an evaluation of the energy content of the overtopping water. While several coefficients are subject to further investigation, the data shows that the general form of the equations developed is correct. Comparison of an intermediate theoretical result predicting the volume of overtopping water with published data again shows reasonable agreement. An envelope curve for the transmission coefficient, based on all available data, gives a simple tool for preliminary design estimates of the transmission coefficient. (Author).

Estimation of Wave Reflection and Energy Dissipation Coefficients for Beaches, Revetments, and Breakwaters

Estimation of Wave Reflection and Energy Dissipation Coefficients for Beaches, Revetments, and Breakwaters PDF Author: William N. Seelig
Publisher:
ISBN:
Category : Beaches
Languages : en
Pages : 50

Book Description


Special Report - Coastal Engineering Research Center

Special Report - Coastal Engineering Research Center PDF Author: Coastal Engineering Research Center (U.S.)
Publisher:
ISBN:
Category : Coasts
Languages : en
Pages : 78

Book Description


Estimation of Wave Reflection and Energy Dissipation Coefficients for Beaches, Revetments, and Breakwaters (Classic Reprint)

Estimation of Wave Reflection and Energy Dissipation Coefficients for Beaches, Revetments, and Breakwaters (Classic Reprint) PDF Author: William N. Seelig
Publisher: Forgotten Books
ISBN: 9780266902270
Category : Science
Languages : en
Pages : 46

Book Description
Excerpt from Estimation of Wave Reflection and Energy Dissipation Coefficients for Beaches, Revetments, and Breakwaters Predicted rubble-mound breakwater wave reflection and transmission coefficients. Wave reflection coefficient as a function of wave frequency for an irregular wave condition with breaking waves. 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.