A NUMERICAL MODEL FOR TWO-DIMENSIONAL BEACH TRANSFORMATION
Author:
Affiliation:
1. JSCE
2. Dept. of Civil Eng., University of Tokyo
3. Faculty of Engineering, University of Tokyo
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/1985/357/1985_357_167/_pdf
Reference19 articles.
1. 1) Mizuguchi, M.: An Heuristic Model of Wave Height Distribution in Surf Zone, Proc. 17th Coastal Eng. Conf., Vol. 1, pp. 278-289. 1980.
2. 2) Koyama, Y. and Iwata, K.: A Method to Calculate Water Velocity in Shallow Water Region, Proc. 38th Annual Conf. of JSCE, Vol. II, pp. 303-304, 1983 (in Japanese).
3. 3) Shibayama, T. and Horikawa, K.: Sediment Transport and Beach Transformation due to Waves Proc. 18th Coastal Eng. Conf., pp. 1439-1458, 1982.
4. 4) Shibayama, T. and Horikawa, K.: Bed Load Measurement and Prediction of Two-Dimentional Beach Transformation, Coastal Eng. in Japan Vol. 23, pp. 179-190, 1980.
5. 5) Sunamura, T.: A Laboratory Study of Offshore Transport of Sediment and A Model for Eroding Beaches, Proc. 17th Coastal Eng. Conf., pp. 1051-1070. 1980.
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