N-Type Sediment Bed Response under Standing Wave-Reference-Cited by-同舟云学术

N-Type Sediment Bed Response under Standing Wave

Published:2001-08 Issue:4 Volume:127 Page:245-248
ISSN:0733-950X
Container-title:Journal of Waterway, Port, Coastal, and Ocean Engineering
language:en
Short-container-title:J. Waterway, Port, Coastal, Ocean Eng.

Author:

O'Donoghue Tom¹

Affiliation:

1. Sr. Lect., Dept. of Engrg., Aberdeen Univ., King's Coll., Aberdeen AB24 3UE, Scotland, U.K.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Ocean Engineering,Water Science and Technology,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-950X%282001%29127%3A4%28245%29

Reference10 articles.

1. A. de Best A. Bijker E. W. and Wichers J. E. W. ( 1971). “Scouring of a sand bed in front of a vertical breakwater.” Proc. 1st Int. Conf. on Port and Oc. Engrg. under Arctic Conditions Vol. II Technical University of Norway Lillehammer Norway 1077–1086.

2. Gao X. and Inouchi K. ( 1998). “The characteristics of scouring and depositing in front of vertical breakwaters by broken clapotis.” Coast. Engrg. J. Tokyo 40(1) 99–113.

3. Irie I. and Nadaoka K. ( 1984). “Laboratory reproduction of seabed scour in front of breakwaters.” Proc. 19th ICCE ASCE New York Vol. 2 Chapter 116 1715–1731.

4. Bed Forms Generated on Sandy Bottom by Oblique Standing Waves

5. Lin M.-C. Wu C.-T. Lu Y.-C. and Liang N-K. ( 1987). “Effects of short-crested waves on the scouring around the breakwater.” Proc. 20th ICCE ASCE New York Chapter 151 2050–2064.

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