4.5. REFERENCES
165
Dalrymple, R. A. 1989. “Physical Modelling of Littoral Processes,” in
Recent Advances in Hydraulic Physical Modelling, R. Martins, Ed.,
Kluwer Academic Publishers, Dordrecht, The Netherlands, pp 567588.
Dalrymple, R. A., Eubanks, R. A., and Birkemeier, W. A. 1977.
“Wave Induced Circulation in Shallow Basins,” Journal of the Waterway, Port, Coastal and Ocean Division, American Society of Civil
Engineering, Vol 103, No. WW4, pp 117-135.
Dean, R. G., and Dalrymple, R. A. 1984. Water Wave Mechanics for
Engineers and Scientists, Prentice-Hall, Inc., Englewood Cliffs, New
Jersey.
Fischer, H. B., and Holley, E. R. 1971. “Analysis of the Use of Distorted Hydraulic Models for Dispersion Studies,” Water Resources
Research, American Geophysical Union, Vol 7, No. 1, pp 46-51.
Flügge, G. 1976. “Horizontal Diffusion in Tidal Models and Scaling Criteria for Thermal-Hydraulic Model Tests,” Proceedings of the 15th
Coastal Engineering Conference, American Society of Civil Engineers,
Vol 3, pp 3097-3107.
Flügge, G., and Schwarze, H. 1974. “Similarity Conditions for Thermal-Hydraulic Model Tests of Tidal Estuaries,” Proceedings of the
14th Coastal Engineering Conference, American Society of Civil Engineers, Vol 3, pp 2421-2430.
Gôbel, N. 1984. “Scale Effects in Laboratory Investigation of Solitary
Waves,” Symposium on Scale Effects in Modelling Hydraulic Structures, ed. H. Kobus, International Association for Hydraulic Research, pp 3.12-1 - 3.12-2.
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.
Johnson, J. W., O’Brien, M. P., and Isaacs, J. D. 1948. “Graphical Construction of Wave Refraction Diagrams,” H. O. Publication
No. 605, US Navy Hydrographic Office, Washington, D. C.
Kamphuis, J. W. 1973. “Short Wave Models with Fixed Bed Boundary
Layer,” Journal of the Waterways, Harbors and Coastal Engineering
Division, American Society of Civil Engineers, Vol. 99, No. WW4,
pp 471-483.
165
Dalrymple, R. A. 1989. “Physical Modelling of Littoral Processes,” in
Recent Advances in Hydraulic Physical Modelling, R. Martins, Ed.,
Kluwer Academic Publishers, Dordrecht, The Netherlands, pp 567588.
Dalrymple, R. A., Eubanks, R. A., and Birkemeier, W. A. 1977.
“Wave Induced Circulation in Shallow Basins,” Journal of the Waterway, Port, Coastal and Ocean Division, American Society of Civil
Engineering, Vol 103, No. WW4, pp 117-135.
Dean, R. G., and Dalrymple, R. A. 1984. Water Wave Mechanics for
Engineers and Scientists, Prentice-Hall, Inc., Englewood Cliffs, New
Jersey.
Fischer, H. B., and Holley, E. R. 1971. “Analysis of the Use of Distorted Hydraulic Models for Dispersion Studies,” Water Resources
Research, American Geophysical Union, Vol 7, No. 1, pp 46-51.
Flügge, G. 1976. “Horizontal Diffusion in Tidal Models and Scaling Criteria for Thermal-Hydraulic Model Tests,” Proceedings of the 15th
Coastal Engineering Conference, American Society of Civil Engineers,
Vol 3, pp 3097-3107.
Flügge, G., and Schwarze, H. 1974. “Similarity Conditions for Thermal-Hydraulic Model Tests of Tidal Estuaries,” Proceedings of the
14th Coastal Engineering Conference, American Society of Civil Engineers, Vol 3, pp 2421-2430.
Gôbel, N. 1984. “Scale Effects in Laboratory Investigation of Solitary
Waves,” Symposium on Scale Effects in Modelling Hydraulic Structures, ed. H. Kobus, International Association for Hydraulic Research, pp 3.12-1 - 3.12-2.
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.
Johnson, J. W., O’Brien, M. P., and Isaacs, J. D. 1948. “Graphical Construction of Wave Refraction Diagrams,” H. O. Publication
No. 605, US Navy Hydrographic Office, Washington, D. C.
Kamphuis, J. W. 1973. “Short Wave Models with Fixed Bed Boundary
Layer,” Journal of the Waterways, Harbors and Coastal Engineering
Division, American Society of Civil Engineers, Vol. 99, No. WW4,
pp 471-483.