Littoral Drift as Function of Waves and Current-Reference-Cited by-同舟云学术

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Littoral Drift as Function of Waves and Current

Published:1969-11 Issue: Volume: Page:
ISSN:
Container-title:Coastal Engineering 1968
language:
Short-container-title:

Author:

Bijker E. W.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780872620131.026

Reference7 articles.

1. ANONYMUS Shore protection planning and design. U.S. Army Coastal Engg. Res. Center Tech. Rep. 4.

2. BIJKER E.W. Some considerations about scales for coastal models with movable bed. Publ. no 50 of the Delft Hydraulics Laboratory 1967.

3. van BREUGEL J.W. Metmgen in de grenslaagstrommg langs een geribbelde wand. Technological Univ. Delft. April 1963.

4. EINSTEIN H.A. The bed load function for sediment transportation in open channel flow. U.S. Dep. of Agr. Tech. Bull no 1026 1950.

Cited by 4 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Unified classical formula for non-cohesive total-load sediment transport in marine coastal zones;Continental Shelf Research;2016-11

2. Coastal morphological modeling to assess the dynamics of Arklow Bank, Ireland;International Journal of Sediment Research;2009-09

3. Waves plus currents at a right angle: The rippled bed case;Journal of Geophysical Research;2008-07-17

4. Design and Improvements of Coastal Inlets;Developments in Geotechnical Engineering;1978

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