7.9. REFERENCES
447
7.9 References
Barthel, V., Mansard, E. P., and Funke, E. R. 1983a.
“Effect of
Group-Induced Long Waves on Wave Runup,” Proceedings of Coastal
Structures ’83, American Society of Civil Engineers, pp 911-924.
Barthel, V., Mansard, E. P., Sand, S. E., and Vis, F. C. 1983.
“Group Bounded Long Waves in Physical Models,” Ocean Engineering, Vol 10, No. 4, pp 261-294.
Biésel, F., and Suquet, F. 1954. “Laboratory Wave-Generating Apparatus,” (Translation of French Articles from La Houille Blanche),
Project Report No. 39, St. Anthony Falls Hydraulic Laboratory,
University of Minnesota.
Bullock, G. N., and Murton, G. J. 1989. “Performance of a WedgeType Absorbing Wave Maker,” Journal of Waterway, Port, Coastal
and Ocean Engineering, American Society of Civil Engineers, Vol 115,
No. 1, pp 1-17.
Burcharth, H. F., Nielsen, S., and Schaarup-Jensen, K. 1986. “A
Three Dimensional Sea Facility for Deep and Shallow Water Waves,”
Proceedings of the Fifth Offshore Mechanics and Artic Engineering
Symposium, Tokyo, pp 72-79
Carvalho, M. M. 1989. “Sea Wave Simulation,” in Recent Advances in
Hydraulic Physical Modelling, R. Martins, Ed., Kluwer Academic
Publishers, Dordrecht, The Netherlands, pp 447-502.
Chwang, A. T. 1983. “A Porous-Wavemaker Theory,” Journal of Fluid
Mechanics, Vol 132, pp 395-406.
Daemrich, K. F., Eggert, W. D., and Kohlhase, S. 1980. “Investigations on Irregular Waves in Hydraulic Models,” Proceedings of the
17th Coastal Engineering Conference, American Society of Civil Engineers, Vol 1, pp 186-203.
Daemrich, K. F., and Eggert, W. D. 1981. “Self-Correcting System
for Wave Generation in Hydraulic Models,” Proceedings of the 19th
Congress of the International Association for Hydraulic Research, Vo
5, pp 343-349.
Dalrymple, R. A. 1989. “Directional Wavemaker Theory with Sidewall
Reflection,” Journal of Hydraulic Research, Vol 27, No. 1, pp 23 34.
447
7.9 References
Barthel, V., Mansard, E. P., and Funke, E. R. 1983a.
“Effect of
Group-Induced Long Waves on Wave Runup,” Proceedings of Coastal
Structures ’83, American Society of Civil Engineers, pp 911-924.
Barthel, V., Mansard, E. P., Sand, S. E., and Vis, F. C. 1983.
“Group Bounded Long Waves in Physical Models,” Ocean Engineering, Vol 10, No. 4, pp 261-294.
Biésel, F., and Suquet, F. 1954. “Laboratory Wave-Generating Apparatus,” (Translation of French Articles from La Houille Blanche),
Project Report No. 39, St. Anthony Falls Hydraulic Laboratory,
University of Minnesota.
Bullock, G. N., and Murton, G. J. 1989. “Performance of a WedgeType Absorbing Wave Maker,” Journal of Waterway, Port, Coastal
and Ocean Engineering, American Society of Civil Engineers, Vol 115,
No. 1, pp 1-17.
Burcharth, H. F., Nielsen, S., and Schaarup-Jensen, K. 1986. “A
Three Dimensional Sea Facility for Deep and Shallow Water Waves,”
Proceedings of the Fifth Offshore Mechanics and Artic Engineering
Symposium, Tokyo, pp 72-79
Carvalho, M. M. 1989. “Sea Wave Simulation,” in Recent Advances in
Hydraulic Physical Modelling, R. Martins, Ed., Kluwer Academic
Publishers, Dordrecht, The Netherlands, pp 447-502.
Chwang, A. T. 1983. “A Porous-Wavemaker Theory,” Journal of Fluid
Mechanics, Vol 132, pp 395-406.
Daemrich, K. F., Eggert, W. D., and Kohlhase, S. 1980. “Investigations on Irregular Waves in Hydraulic Models,” Proceedings of the
17th Coastal Engineering Conference, American Society of Civil Engineers, Vol 1, pp 186-203.
Daemrich, K. F., and Eggert, W. D. 1981. “Self-Correcting System
for Wave Generation in Hydraulic Models,” Proceedings of the 19th
Congress of the International Association for Hydraulic Research, Vo
5, pp 343-349.
Dalrymple, R. A. 1989. “Directional Wavemaker Theory with Sidewall
Reflection,” Journal of Hydraulic Research, Vol 27, No. 1, pp 23 34.