232
CHAPTER 5. COASTAL STRUCTURE MODELS
Hudson, R. Y. 1958. “Design of Quarry-Stone Cover Layers for RubbleMound Breakwaters; Hydraulic Laboratory Investigation,” Research
Report No. 2-2, US Army Engineer Waterways Experiment Station,
Vicksburg, Mississippi.
Hudson, R. Y. 1959.
“Laboratory Investigation of Rubble-Mound
Breakwaters,” Journal of the Waterways and Harbors Division, American Society of Civil Engineers, Vol 85, No. WW3, pp 93-121.
Hudson, R. Y., and Davidson, D. D. 1975. “Reliability of RubbleMound Breakwater Stability Models,” 2nd Symposium on Modeling
Techniques, American Society of Civil Engineers, Vol 2, pp 1603-1622.
Hudson, R. Y., Herrmann, F. A., Sager, R. A., Whalin, R. W., Keulegan, G. H., Chatham, C. E., and Hales, L. Z. 1979. “Coastal Hydraulic Models,” Special Report No. 5, US Army Engineer Waterways
Experiment Station, Vicksburg, Mississippi.
Hudson, R. Y., and Jackson, R. A. 1953.
“Stability of RubbleMound Breakwaters; Hydraulic Model Investigation,” Technical
Memorandum No. 2-365, US Army Engineer Waterways Experiment
Station, Vicksburg, Mississippi.
Jensen, O. J. 1984. A Monograph on Rubble Mound Breakwaters, Danish Hydraulic Institute, H0rsholm, Denmark.
Jensen, O. J. 1989. “Dynamic Actions on Breakwaters,” in Recent Advances in Hydraulic Physical Modelling, R. Martins, Ed., Kluwer Academic Publishers, Dordrecht, The Netherlands, pp 503-566.
Jensen, O. J., and Klinting, P. 1983. “Evaluation of Scale Effects in
Hydraulic Models by Analysis of Laminar and Turbulent Flows,”
Coastal Engineering, Vol 7, pp 319-329.
Kamel, A. M. 1968.
“Shock Pressures Caused by Waves Breaking
Against Coastal Structures,” Research Report H-68-2, US Army Engineer Waterways Experiment Station, Vicksburg, Mississippi.
Kamphuis, J. W. 1991. “Physical Modeling,” in Handbook of Coastal
and Ocean Engineering, J. B. Herbich, Ed., Vol 2, Gulf Publishing
Company, Houston, Texas.
Keulegan, G. H. 1973. “Wave Transmission Through Rock Structures,”
Research Report H-73-1, US Army Engineer Waterways Experiment
Station, Vicksburg, Mississippi.
CHAPTER 5. COASTAL STRUCTURE MODELS
Hudson, R. Y. 1958. “Design of Quarry-Stone Cover Layers for RubbleMound Breakwaters; Hydraulic Laboratory Investigation,” Research
Report No. 2-2, US Army Engineer Waterways Experiment Station,
Vicksburg, Mississippi.
Hudson, R. Y. 1959.
“Laboratory Investigation of Rubble-Mound
Breakwaters,” Journal of the Waterways and Harbors Division, American Society of Civil Engineers, Vol 85, No. WW3, pp 93-121.
Hudson, R. Y., and Davidson, D. D. 1975. “Reliability of RubbleMound Breakwater Stability Models,” 2nd Symposium on Modeling
Techniques, American Society of Civil Engineers, Vol 2, pp 1603-1622.
Hudson, R. Y., Herrmann, F. A., Sager, R. A., Whalin, R. W., Keulegan, G. H., Chatham, C. E., and Hales, L. Z. 1979. “Coastal Hydraulic Models,” Special Report No. 5, US Army Engineer Waterways
Experiment Station, Vicksburg, Mississippi.
Hudson, R. Y., and Jackson, R. A. 1953.
“Stability of RubbleMound Breakwaters; Hydraulic Model Investigation,” Technical
Memorandum No. 2-365, US Army Engineer Waterways Experiment
Station, Vicksburg, Mississippi.
Jensen, O. J. 1984. A Monograph on Rubble Mound Breakwaters, Danish Hydraulic Institute, H0rsholm, Denmark.
Jensen, O. J. 1989. “Dynamic Actions on Breakwaters,” in Recent Advances in Hydraulic Physical Modelling, R. Martins, Ed., Kluwer Academic Publishers, Dordrecht, The Netherlands, pp 503-566.
Jensen, O. J., and Klinting, P. 1983. “Evaluation of Scale Effects in
Hydraulic Models by Analysis of Laminar and Turbulent Flows,”
Coastal Engineering, Vol 7, pp 319-329.
Kamel, A. M. 1968.
“Shock Pressures Caused by Waves Breaking
Against Coastal Structures,” Research Report H-68-2, US Army Engineer Waterways Experiment Station, Vicksburg, Mississippi.
Kamphuis, J. W. 1991. “Physical Modeling,” in Handbook of Coastal
and Ocean Engineering, J. B. Herbich, Ed., Vol 2, Gulf Publishing
Company, Houston, Texas.
Keulegan, G. H. 1973. “Wave Transmission Through Rock Structures,”
Research Report H-73-1, US Army Engineer Waterways Experiment
Station, Vicksburg, Mississippi.