A Generation Method of Asymmetric Oscillatory Motion Simulating Cnoidal Waves

References

• Brebner, A. and Riedel, R H. (1973). A new oscillating water tunnel, J. Hydr. Res. 11, 2: 107–121.
   Google Scholar
• Byrd, P. F and Friedman, M. D. (1970). Handbook of Elliptic Integrals for Engineers and Scientists, 2nd Edition, Springer-Verlag, New York, 358 pp.
   Google Scholar
• Carstens, M. R. (1966). Similarity laws for localized scour, J. Hydraulics Div. ASCE 92, HY3, pp. 13–36.
   Google Scholar
• Dedow, H. R. A. (1966). A pulsating water tunnel for research in reversing flow, La Houille Blanche 7, pp. 837–841.
   Google Scholar
• Dibajnia, M. and Watanabe, A. (1992). Sheet flow under nonlinear waves and currents, Proc. 23rd Int. Conf. Coast. Eng. Venice, Italy, ASCE, New York, pp. 2015–2028.
   Google Scholar
• Du Toit, C. G. and Sleath, J. F. A. (1981). Velocity measurements close to rippled beds in oscillatory flow, J. Fluid Mech. 112, pp. 71–96.
   Web of Science ®Google Scholar
• Fenton, J. D. (1990). Nonlinear wave theories, In: B. Le Méhauté and D.M. Hanes (Editors), The Sea-Ocean Engineering Science, Wiley, New York 9, pp. 3–25.
   Google Scholar
• Hedges, T. S. (1995). Regions of validity of analytical wave theories, Proc. Inst. Civ. Engnrs., Water, Marine and Energy 112, pp. 111–114.
   Google Scholar
• Hino, M. , Sawamoto, M. and Takasu, S. (1976). Experiments on transition to turbulence in an oscillatory pipe flow, J. Fluid Mech. 75, pp. 193–207.
   Web of Science ®Google Scholar
• Horikawa, K. , Watanabe, A. and Katori, S. (1982). Sediment transport under sheet flow condition, Proc. 18th Int. Conf. Coastal Eng. Cape Town, South Africa, ASCE, New York, pp. 310–317.
   Google Scholar
• Horikawa, K. (ed) (1988). Nearshore Dynamics and Coastal Processes — Theory, Measurement and Predictive Models, Univ. Tokyo Press, Tokyo, 522 pp.
   Google Scholar
• Hulsbergen C.H. and Bosman, J.J. (1982). A closely responding versatile wave tunnel, Proc. 17th Int. Conf. on Coast. Eng. Cape Town, South Africa, ASCE, New York, pp. 310–317.
   Google Scholar
• Isobe, M. Nishimura, H. and Horikawa, K. (1982). Theoretical considerations on perturbation solutions for waves of permanent type, Bull. Faculty of Eng., Yokohama National University 31, pp. 29–57.
   Google Scholar
• Isobe, M. and Horikawa, K. (1982). Study on water particle velocities of shoaling and breaking waves, Coastal Eng. in Japan, JSCE 25, pp. 109–123.
   Google Scholar
• Isobe, M. (1985). Calculation and application of first-order cnoidal wave theory, Coastal Engineering 9, pp. 309–325.
   Web of Science ®Google Scholar
• Jonsson, I. G. (1963). Measurements in the turbulent wave boundary layer, Proc. 10th IAHR Congr. London, IAHR, pp. 85–92.
   Google Scholar
• Rabling, M. B. and Sato, S. (1994). A numerical model for nonlinear waves and beach evolution including swash zone, Coastal Eng. in Japan JSCE 37, 1: 67–85.
   Google Scholar
• King, D. B. , Powell, J. D. and Seymour, R. J. (1984). A new oscillatory flow tunnel for use in sediment transport experiments, Proc. 19th Int. Conf. Coast. Eng. Houston, Tex., ASCE, New York, pp. 1559–1570.
   Google Scholar
• Lofquist, K. E. B. (1978). Sand ripple growth in an oscillatory-flow water tunnel, CERC Tech. Paper No. 78–5, 101 pp.
   Google Scholar
• Lundgren, H. and Sorenson, T. (1958). A pulsating water tunnel, Proc. 6th Int. Conf. Coast. Eng. Miami, FI, ASCE, New York, pp. 356–358.
   Google Scholar
• Nadaoka, K. , Yagi, H. , Nihei, Y. and Nomoto, K. (1994). Characteristics of turbulent structure in asymmetrical oscillatory flow, Proc. Coastal Eng. JSCE 41, pp. 141–145 (in Japanese).
   Google Scholar
• Ribberink, J. S. and Al-Salem, A. A. (1994). Sediment transport in oscillatory boundary layers in case of rippled beds and sheet flow, J. Geophys. Res. 99, C6, pp. 12707–12727.
   Web of Science ®Google Scholar
• Sana, A. (1997). Experimental and numerical study on turbulent oscillatory boundary layers, Dr. Eng. Dissertation, Tohoku University, 176 pp.
   Google Scholar
• Schäffer, H.A. and Svendsen, I.A. (1986). Boundary layer flow under skew waves, Prog. Rep., No.64, Inst. Hydrodyn. and Hydraulic Eng., Tech. Univ. Denmark, pp. 12–23.
   Google Scholar
• Shuto, N. (1974). Nonlinear long waves in a channel of variable cross section, Coastal Eng. in Japan JSCE 17, pp. 1–12.
   Google Scholar