4.5. REFERENCES
167
Le Méhauté, B. 1990. “Similitude,” in Ocean Engineering Science, B.
Le Méhauté, Ed., Vol 9, Part B in the series The Sea, John Wiley
and Sons, New York, pp 955-980.
Longuet-Higgins, M. S. 1990. “An Effect of Sidewalls on Waves in a
Wind Wave Channel,” Journal of Geophysical Research, Vol. 95, No.
C2, p 1765.
Miller, R. L. 1972. “The Role of Surface Tension in Breaking Waves,”
Proceedings of the 13th Coastal Engineering Conference, American
Society of Civil Engineers, Vol 1, pp 433-449.
Munson, B. R., Young, D. F., and Okiishi, T. H. 1990. Fundamentals of Fluid Mechanics, John Wiley & Sons, New York.
Oumeraci, H. 1984. “Scale Effects in Coastal Hydraulic Models,” Symposium on Scale Effects in Modelling Hydraulic Structures, ed. H.
Kobus, International Association for Hydraulic Research, pp 7.10-1 -
7.10-7.
Parker, G. C., Fang, C. S., and Kuo, A. Y. 1976. “Thermal Discharges: Prototype vs. Hydraulic Model,” Proceedings of the 15th
Coastal Engineering Conference, American Society of Civil Engineers,
Vol 3, pp 3049-3067.
Schlichting, H. 1979. Boundary-Layer Theory, McGraw-Hill, Inc., New
York, New York.
Sharp, J. J. 1969. “Spread of Buoyant Jets at the Free Surface,” Journal
of the Hydraulics Division, American Society of Civil Engineers, Vol.
95, No. HY3, pp 811-825.
Sharp, J. J., and Khader, M. H. A. 1984. “Scale Effects in Harbour
Models Involving Permeable Rubble Mound Structures,” Symposium
on Scale Effects in Modelling Hydraulic Structures, ed. H. Kobus,
International Association for Hydraulic Research, pp 7.12-1 - 7.12-5.
Stive, M. J. F. 1985. “A Scale Comparison of Waves Breaking on a
Beach,” Coastal Engineering, Vol. 9, pp 151-158.
Svendsen, I. A. 1985. “Physical Modelling of Water Waves,” in Physical Modelling in Coastal Engineering, R. A. Dalrymple, Ed., A. A.
Balkema, Rotterdam, The Netherlands, pp 13-47.
Whalin, R. W., and Chatham, C. E. 1974. “Design of Distorted Harbor Wave Models,” Proceedings of the 14th Coastal Engineering Conference, American Society of Civil Engineers, Vol 3, pp 2102-2121.
167
Le Méhauté, B. 1990. “Similitude,” in Ocean Engineering Science, B.
Le Méhauté, Ed., Vol 9, Part B in the series The Sea, John Wiley
and Sons, New York, pp 955-980.
Longuet-Higgins, M. S. 1990. “An Effect of Sidewalls on Waves in a
Wind Wave Channel,” Journal of Geophysical Research, Vol. 95, No.
C2, p 1765.
Miller, R. L. 1972. “The Role of Surface Tension in Breaking Waves,”
Proceedings of the 13th Coastal Engineering Conference, American
Society of Civil Engineers, Vol 1, pp 433-449.
Munson, B. R., Young, D. F., and Okiishi, T. H. 1990. Fundamentals of Fluid Mechanics, John Wiley & Sons, New York.
Oumeraci, H. 1984. “Scale Effects in Coastal Hydraulic Models,” Symposium on Scale Effects in Modelling Hydraulic Structures, ed. H.
Kobus, International Association for Hydraulic Research, pp 7.10-1 -
7.10-7.
Parker, G. C., Fang, C. S., and Kuo, A. Y. 1976. “Thermal Discharges: Prototype vs. Hydraulic Model,” Proceedings of the 15th
Coastal Engineering Conference, American Society of Civil Engineers,
Vol 3, pp 3049-3067.
Schlichting, H. 1979. Boundary-Layer Theory, McGraw-Hill, Inc., New
York, New York.
Sharp, J. J. 1969. “Spread of Buoyant Jets at the Free Surface,” Journal
of the Hydraulics Division, American Society of Civil Engineers, Vol.
95, No. HY3, pp 811-825.
Sharp, J. J., and Khader, M. H. A. 1984. “Scale Effects in Harbour
Models Involving Permeable Rubble Mound Structures,” Symposium
on Scale Effects in Modelling Hydraulic Structures, ed. H. Kobus,
International Association for Hydraulic Research, pp 7.12-1 - 7.12-5.
Stive, M. J. F. 1985. “A Scale Comparison of Waves Breaking on a
Beach,” Coastal Engineering, Vol. 9, pp 151-158.
Svendsen, I. A. 1985. “Physical Modelling of Water Waves,” in Physical Modelling in Coastal Engineering, R. A. Dalrymple, Ed., A. A.
Balkema, Rotterdam, The Netherlands, pp 13-47.
Whalin, R. W., and Chatham, C. E. 1974. “Design of Distorted Harbor Wave Models,” Proceedings of the 14th Coastal Engineering Conference, American Society of Civil Engineers, Vol 3, pp 2102-2121.