STUDIES ON WATER PARTICLE VELOCITY AND BOTTOM SHEAR STRESS UNDER NON-LINEAR WAVE WITH AN ARBITRARY PROFILE
Author:
Affiliation:
1. THE JAPAN SOCIETY OF CIVIL ENGINEERS
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/1987/381/1987_381_181/_pdf
Reference18 articles.
1. 1) たとえば, 本間仁 (監修)・堀川清司 (編): 海岸環境工学 ―海岸過程の理論・観測・予測方法, 東京大学出版会, pp. 170-190, 1985.
2. 2) Jonsson, I. G.: Wave boundary layer and friction factors, Proc. 10th Coastal Engng. Conf., pp. 127-148, 1966.
3. 3) Kajiura, K.: A model of bottom boundary layer in water waves, Bull. Earthquake Res. Inst., Univ. Tokyo, Vol. 46, pp. 75-123, 1968.
4. 4) Kamphuis, J. W.: Friction factors under oscillatory waves, Proc. ASCE., J. Waterw. Harbors Coastal Engng. Div. Vol. 101, No. WW2, pp. 135-144, 1975.
5. 5) 田中仁・首藤伸夫: 波・流れ共存時の抵抗則と境界層の領域区分, 土木学会論文報告集, 第342号, pp. 61-67, 1984.
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2. WAVE-CURRENT FRICTION LAW SPANNING ALL FLOW REGIMES;Doboku Gakkai Ronbunshu;1993-05-21
3. Suspened Sediment Concentration and Sediment Transport Rate under Asymmetric Waves By Makoto IFUKU, Tadao KAKINUMA and Hiromitsu GOTOH;Doboku Gakkai Ronbunshu;1990-05-20
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