454
CHAPTER 7. LABORATORY WAVE GENERATION
Ottesen Hansen, N.-E. 1978. “Long Period Waves in Natural Wave
Trains,” Progress Report 46., Institute of Hydrodynamics and Hydraulic Engineering, Technical University of Denmark, pp 13-24.
Ottesen Hansen, N.-E., Sand, S. E., Lundgren, H., Sorensen, T., and
Gravesen, H. 1980. “Correct Reproduction of Group-Induced Long
Waves,” Proceedings of the 17th Coastal Engineering Conference,
American Society of Civil Engineers, Vol 1, pp 784-800.
Ouellet, Y., and Datta, I. 1986. “A Survey of Wave Absorbers,” Journal of Hydraulic Research, Vol 24, No. 4, pp 265-280.
Patel, M. H., and lonnaou, P. A. 1980. “Comparative Performance
Study of Paddle- and Wedge-Type Wave Generators,” Journal ofHydronautics, Vol 14, No. 1, pp 5-9.
Ploeg, J., and Funke, E. R. 1980. “A Survey of “Random” Wave Generation Techniques,” Proceedings of the 17th Coastal Engineering
Conference, American Society of Civil Engineers, Vol 1, pp 135-153.
Ploeg, J., and Funke, E. R. 1985.
“The Generation of Laboratory
Waves: A Tool for the Understanding of Wave Dynamics,” Proceedings of International Symposium on Water Wave Research, SFB 205,
University of Hannover, Germany, pp 265-283.
Raichlen, F. 1970. “Tsunamis: Some Laboratory and Field Observations,” Proceedings of the 12th Coastal Engineering Conference,
American Society of Civil Engineers, Vol 3, pp 2103-2122.
Raichlen, F., and Lee, J. J. 1978. “An Inclined-Plate Wave Generator,” Proceedings of the 16th Coastal Engineering Conference, American Society of Civil Engineers, Vol 1, pp 388-399.
Salter, S. H. 1985. “Absorbing Wave-Makers and Wide Tanks,” in Physical Modelling in Coastal Engineering, R. A. Dalrymple, Ed., A. A.
Balkema, Rotterdam, The Netherlands, pp 49-65.
Sand, S. E. 1979. “Three-Dimensional Deterministic Structure of Ocean
Waves,” Series Paper No. 24, Institute of Hydrodynamics and Hydraulic Engineering, Technical University of Denmark.
Sand, S. E. 1982. “Long Wave Problems in Laboratory Models,” Journal
of the Waterway, Port, Coastal and Ocean Division, American Society
of Civil Engineers, Vol 108, No. WW4, pp 492-503.
CHAPTER 7. LABORATORY WAVE GENERATION
Ottesen Hansen, N.-E. 1978. “Long Period Waves in Natural Wave
Trains,” Progress Report 46., Institute of Hydrodynamics and Hydraulic Engineering, Technical University of Denmark, pp 13-24.
Ottesen Hansen, N.-E., Sand, S. E., Lundgren, H., Sorensen, T., and
Gravesen, H. 1980. “Correct Reproduction of Group-Induced Long
Waves,” Proceedings of the 17th Coastal Engineering Conference,
American Society of Civil Engineers, Vol 1, pp 784-800.
Ouellet, Y., and Datta, I. 1986. “A Survey of Wave Absorbers,” Journal of Hydraulic Research, Vol 24, No. 4, pp 265-280.
Patel, M. H., and lonnaou, P. A. 1980. “Comparative Performance
Study of Paddle- and Wedge-Type Wave Generators,” Journal ofHydronautics, Vol 14, No. 1, pp 5-9.
Ploeg, J., and Funke, E. R. 1980. “A Survey of “Random” Wave Generation Techniques,” Proceedings of the 17th Coastal Engineering
Conference, American Society of Civil Engineers, Vol 1, pp 135-153.
Ploeg, J., and Funke, E. R. 1985.
“The Generation of Laboratory
Waves: A Tool for the Understanding of Wave Dynamics,” Proceedings of International Symposium on Water Wave Research, SFB 205,
University of Hannover, Germany, pp 265-283.
Raichlen, F. 1970. “Tsunamis: Some Laboratory and Field Observations,” Proceedings of the 12th Coastal Engineering Conference,
American Society of Civil Engineers, Vol 3, pp 2103-2122.
Raichlen, F., and Lee, J. J. 1978. “An Inclined-Plate Wave Generator,” Proceedings of the 16th Coastal Engineering Conference, American Society of Civil Engineers, Vol 1, pp 388-399.
Salter, S. H. 1985. “Absorbing Wave-Makers and Wide Tanks,” in Physical Modelling in Coastal Engineering, R. A. Dalrymple, Ed., A. A.
Balkema, Rotterdam, The Netherlands, pp 49-65.
Sand, S. E. 1979. “Three-Dimensional Deterministic Structure of Ocean
Waves,” Series Paper No. 24, Institute of Hydrodynamics and Hydraulic Engineering, Technical University of Denmark.
Sand, S. E. 1982. “Long Wave Problems in Laboratory Models,” Journal
of the Waterway, Port, Coastal and Ocean Division, American Society
of Civil Engineers, Vol 108, No. WW4, pp 492-503.