166
CHAPTER 4. HYDRODYNAMIC MODELS
Kamphuis, J. W. 1974. “Practical Scaling of Coastal Models,” Proceedings of the 14th Coastal Engineering Conference, American Society
of Civil Engineers, Vol 3, pp 2086-2101.
Kamphuis, J. W. 1975. “Coastal Mobile Bed Model - Does it Work?,”
2nd Symposium on Modeling Techniques, American Society of Civil
Engineers, Vol 2, pp 993-1009.
Kamphuis, J. W. 1991. “Physical Modeling,” in Handbook of Coastal
and Ocean Engineering, J. B. Herbich, Ed., Vol 2, Gulf Publishing
Company, Houston, Texas.
Kato, M., and Wada, A. 1980. “Physical Modeling of Buoyant Surface
and Submerged Discharges,” Coastal Engineering in Japan, Japan
Society of Civil Engineers, Vol 23, pp 263-276.
Keulegan, G. H. 1950a. “Wave Motion,” in Engineering Hydraulics,
edited by H. Rouse, John Wiley & Sons, New York, pp 711-768.
Keulegan, G. H. 1950b. (unpublished) “The Gradual Damping of a Progressive Oscillatory Wave with Distance in a Prismatic Rectangular
Channel,” National Bureau of Standards, Washington, DC
Keulegan, G. H. 1973. “Wave Transmission Through Rock Structures,”
Research Report H-73-1, US Army Engineer Waterways Experiment
Station, Vicksburg, Mississippi.
King, D. B., Powell, J. D., and Seymour, R. J. 1984. “A New Oscillatory Flow Tunnel for Use in Sediment Transport Experiments,”
Proceedings of the 19th Coastal Engineering Conference, American
Society of Civil Engineers, Vol 2, pp 1559-1570.
Lavender, S. T., and Cowley, J. E. 1975. “Scaling and Sizing Criteria
for Thermal-Hydraulic Models,” 2nd Symposium on Modeling Techniques, American Society of Civil Engineers, Vol 2, pp 1157-1164.
Lee, T. T. 1975. “Scale Effects on Physical/Mathematical Modeling,”
2nd Symposium on Modeling Techniques, American Society of Civil
Engineers, Vol 2, pp 1101-1120.
Le Méhauté, B. 1965. “Wave Absorbers in Harbors,” Contract Report
No. 2-122, US Army Engineer Waterways Experiment Station, Vicksburg, Mississippi.
Le Méhauté, B. 1976. “Similitude in Coastal Engineering,” Journal of
the Waterways, Harbors and Coastal Engineering Division, American
Society of Civil Engineers, Vol. 102, No. WW3, pp 317-335.
CHAPTER 4. HYDRODYNAMIC MODELS
Kamphuis, J. W. 1974. “Practical Scaling of Coastal Models,” Proceedings of the 14th Coastal Engineering Conference, American Society
of Civil Engineers, Vol 3, pp 2086-2101.
Kamphuis, J. W. 1975. “Coastal Mobile Bed Model - Does it Work?,”
2nd Symposium on Modeling Techniques, American Society of Civil
Engineers, Vol 2, pp 993-1009.
Kamphuis, J. W. 1991. “Physical Modeling,” in Handbook of Coastal
and Ocean Engineering, J. B. Herbich, Ed., Vol 2, Gulf Publishing
Company, Houston, Texas.
Kato, M., and Wada, A. 1980. “Physical Modeling of Buoyant Surface
and Submerged Discharges,” Coastal Engineering in Japan, Japan
Society of Civil Engineers, Vol 23, pp 263-276.
Keulegan, G. H. 1950a. “Wave Motion,” in Engineering Hydraulics,
edited by H. Rouse, John Wiley & Sons, New York, pp 711-768.
Keulegan, G. H. 1950b. (unpublished) “The Gradual Damping of a Progressive Oscillatory Wave with Distance in a Prismatic Rectangular
Channel,” National Bureau of Standards, Washington, DC
Keulegan, G. H. 1973. “Wave Transmission Through Rock Structures,”
Research Report H-73-1, US Army Engineer Waterways Experiment
Station, Vicksburg, Mississippi.
King, D. B., Powell, J. D., and Seymour, R. J. 1984. “A New Oscillatory Flow Tunnel for Use in Sediment Transport Experiments,”
Proceedings of the 19th Coastal Engineering Conference, American
Society of Civil Engineers, Vol 2, pp 1559-1570.
Lavender, S. T., and Cowley, J. E. 1975. “Scaling and Sizing Criteria
for Thermal-Hydraulic Models,” 2nd Symposium on Modeling Techniques, American Society of Civil Engineers, Vol 2, pp 1157-1164.
Lee, T. T. 1975. “Scale Effects on Physical/Mathematical Modeling,”
2nd Symposium on Modeling Techniques, American Society of Civil
Engineers, Vol 2, pp 1101-1120.
Le Méhauté, B. 1965. “Wave Absorbers in Harbors,” Contract Report
No. 2-122, US Army Engineer Waterways Experiment Station, Vicksburg, Mississippi.
Le Méhauté, B. 1976. “Similitude in Coastal Engineering,” Journal of
the Waterways, Harbors and Coastal Engineering Division, American
Society of Civil Engineers, Vol. 102, No. WW3, pp 317-335.