Direct Formula to Compute Wave Height and Angle at Incipient Breaking-Reference-Cited by-同舟云学术

Direct Formula to Compute Wave Height and Angle at Incipient Breaking

Published:2010-03 Issue:2 Volume:136 Page:119-122
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:

Larson Magnus¹²¹,Hoan Le Xuan¹²¹,Hanson Hans¹²¹

Affiliation:

1. Professor, Dept. of Water Resources Engineering, Lund Univ., Box 118, 22100 Lund, Sweden.

2. Graduate Student, Dept. of Water Resources Engineering, Lund Univ., Box 118, 22100 Lund, Sweden; and, Graduate Student, Institute of Mechanics, Vietnamese Academy of Science and Technology, 264 Doi Can, Hanoi, Vietnam (corresponding author).

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%29WW.1943-5460.0000030

Reference5 articles.

1. GENESIS—A generalized shoreline change numerical model;Hanson H.;J. Coastal Res.,1989

2. Hanson H. and Kraus N. C. (1989). “GENESIS: Generalized model for simulating shoreline change.” Rep. No. 1 Coastal Engineering Research Center U.S. Army Corps of Engineers Vicksburg Miss.

3. Numerical model of the shoreline change at Oarai beach

4. Larson M. Kraus N. C. and Hanson H. (2002). “Simulation of regional longshore sediment transport and coastal evolution—The Cascade model.” Proc. 28th Coastal Engineering Conf. ASCE Reston Va. 2612–2624.

5. Walton T. L. Birkemeier W. A. and Weggel J. R. (1982). “Hand-held calculator algorithms for coastal engineering.” Rep. No. 82-1 Coastal Engineering Research Center U.S. Army Corps of Engineers Fort Belvoir Va.

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