Wave-induced Currents and Sedim. Transport on Gravel and Mixed Beaches
AUTHOR | Antoniadis Christos |
PUBLISHER | Scholars' Press (12/17/2014) |
PRODUCT TYPE | Paperback (Paperback) |
Description
Mixed sand and gravel coastlines have a lot of research potential for both coastal resource management and scientific reasons. In recognition of this, a series of 3-dimensional physical model tests has been undertaken in order to examine the behavior of gravel and mixed beaches more closely. The 3-D physical model tests were carried out in the 3-D wave basic located at Franzius-Institute (Marienwerder) of University of Hannover, at a nominal scale of 1:1. During the study, measurements of beach profiles and of cross-shore and long-shore current data were taken, generated by oblique wave attack, along gravel and mixed beaches with a uniform slope and a trench. New formulae for predicting wave breaking depth index, breaking depth and height, undertow velocity, long-shore current velocity and step and berm elevation have been proposed. A new parametric profile model has been developed in order to predict the beach profile changes of gravel and mixed beaches with a uniform slope and a trench due to sediment transport.
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Product Format
Product Details
ISBN-13:
9783639669589
ISBN-10:
3639669584
Binding:
Paperback or Softback (Trade Paperback (Us))
Content Language:
English
More Product Details
Page Count:
572
Carton Quantity:
12
Product Dimensions:
6.00 x 1.27 x 9.00 inches
Weight:
1.83 pound(s)
Country of Origin:
US
Subject Information
BISAC Categories
Technology & Engineering | General
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publisher marketing
Mixed sand and gravel coastlines have a lot of research potential for both coastal resource management and scientific reasons. In recognition of this, a series of 3-dimensional physical model tests has been undertaken in order to examine the behavior of gravel and mixed beaches more closely. The 3-D physical model tests were carried out in the 3-D wave basic located at Franzius-Institute (Marienwerder) of University of Hannover, at a nominal scale of 1:1. During the study, measurements of beach profiles and of cross-shore and long-shore current data were taken, generated by oblique wave attack, along gravel and mixed beaches with a uniform slope and a trench. New formulae for predicting wave breaking depth index, breaking depth and height, undertow velocity, long-shore current velocity and step and berm elevation have been proposed. A new parametric profile model has been developed in order to predict the beach profile changes of gravel and mixed beaches with a uniform slope and a trench due to sediment transport.
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$109.60