Two-Dimensional Depth-Averaged Beach Evolution Modeling: Case Study of the Kızılırmak River Mouth, Turkey-Reference-Cited by-同舟云学术

Two-Dimensional Depth-Averaged Beach Evolution Modeling: Case Study of the Kızılırmak River Mouth, Turkey

Published:2014-05 Issue:3 Volume:140 Page:05014001
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:

Baykal Cüneyt¹,Ergin Ayşen²,Güler Işıkhan³

Affiliation:

1. Postdoctoral Fellow, Dept. of Mechanical Engineering, Section of Fluid Mechanics, Coastal and Maritime Engineering, Technical Univ. of Denmark, DK-2800 Kgs. Lyngby, Denmark; formerly, Research Assistant, Dept. of Civil Engineering, Middle East Technical Univ., Ankara 06800, Turkey (corresponding author).

2. Professor, Dept. of Civil Engineering, Middle East Technical Univ., Çankaya, Ankara 06800, Turkey.

3. Marine Works Division Manager, Yüksel Proje Uluslararası A.Ş., Birlik Mah. 450 Cad. No. 23, Çankaya, Ankara 06610, Turkey.

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.1943-5460.0000243

Reference62 articles.

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3. Artagan S. S. (2006). “A one line numerical model for shoreline evolution under the interaction of wind waves and offshore breakwaters.” M.S. thesis Middle East Technical Univ. Ankara Turkey.

4. Cross-shore hydrodynamics within an unsaturated surf zone

5. Battjes J. A. (1975). “Modeling of turbulence in the surf zone.” Proc. Symp. of Modeling Techniques ASCE New York 1050–1061.

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