6.7. REFERENCES
327
Giese, E., Harten, H., and Vollmers, H. 1974.
“Experience with
Movable Bed Tidal Models,” Proceedings of the 14th Coastal Engineering Conference, American Society of Civil Engineers, Vol 2, pp
1051-1068.
Gourlay, M. R. 1968. “Beach and Dune Erosion Tests,” unpublished
report, Delft Hydraulic Laboratory, The Netherlands.
Gourlay, M. R. 1980. “Beaches: Profiles, Processes and Permeability,”
Proceedings of the 17th Coastal Engineering Conference, American
Society of Civil Engineers, Vol 2, pp 1320-1339.
Hallermeier, R. J. 1981. “Terminal Settling Velocity of Commonly Occurring Sand Grains,” Sedimentology, Vol 28, No. 6, pp 859-865.
Hallermeier, R. J. 1984.
“Added Evidence on New Scale Law for
Coastal Models,” Proceedings of the 19th Coastal Engineering Conference, American Society of Civil Engineers, Vol 2, pp 1227-1243.
Hallermeier, R. J. 1985. “Unified Modeling Guidance Based on a Sedimentation Parameter for Beach Changes,” Coastal Engineering, Vol
9, No. 1, pp 37-70.
Hou, H.-S., Christensen, B. A., and Chiu, T. Y. 1975. “MovableBed Model Investigation of Taichung Harbor Taiwan, Rep. of China,”
Proceedings of the 2nd Symposium on Modeling Techniques, American Society of Civil Engineers, Vol 2, pp 974-992.
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.
Hughes, S. A. 1983. “Movable-Bed Modeling Law for Coastal Dune Erosion,” Journal of Waterway, Port, Coastal, and Ocean Engineering
Division, American Society of Civil Engineers, Vol 109, No. 2, pp
164-179.
Hughes, S. A. 1984. “Closure to Movable-Bed Modeling Law for Coastal
Dune Erosion,” by S. Hughes, Journal of Waterway, Port, Coastal,
and Ocean Engineering Division, American Society of Civil Engineers,
Vol 110, No. 4, pp 504-507.
Hughes, S. A., and Fowler, J. E. 1990a. “Midscale Physical Model
Validation for Scour at Coastal Structures,” Technical Report CERC90-8, US Army Engineer Waterways Experiment Station, Vicksburg,
Mississippi.
327
Giese, E., Harten, H., and Vollmers, H. 1974.
“Experience with
Movable Bed Tidal Models,” Proceedings of the 14th Coastal Engineering Conference, American Society of Civil Engineers, Vol 2, pp
1051-1068.
Gourlay, M. R. 1968. “Beach and Dune Erosion Tests,” unpublished
report, Delft Hydraulic Laboratory, The Netherlands.
Gourlay, M. R. 1980. “Beaches: Profiles, Processes and Permeability,”
Proceedings of the 17th Coastal Engineering Conference, American
Society of Civil Engineers, Vol 2, pp 1320-1339.
Hallermeier, R. J. 1981. “Terminal Settling Velocity of Commonly Occurring Sand Grains,” Sedimentology, Vol 28, No. 6, pp 859-865.
Hallermeier, R. J. 1984.
“Added Evidence on New Scale Law for
Coastal Models,” Proceedings of the 19th Coastal Engineering Conference, American Society of Civil Engineers, Vol 2, pp 1227-1243.
Hallermeier, R. J. 1985. “Unified Modeling Guidance Based on a Sedimentation Parameter for Beach Changes,” Coastal Engineering, Vol
9, No. 1, pp 37-70.
Hou, H.-S., Christensen, B. A., and Chiu, T. Y. 1975. “MovableBed Model Investigation of Taichung Harbor Taiwan, Rep. of China,”
Proceedings of the 2nd Symposium on Modeling Techniques, American Society of Civil Engineers, Vol 2, pp 974-992.
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.
Hughes, S. A. 1983. “Movable-Bed Modeling Law for Coastal Dune Erosion,” Journal of Waterway, Port, Coastal, and Ocean Engineering
Division, American Society of Civil Engineers, Vol 109, No. 2, pp
164-179.
Hughes, S. A. 1984. “Closure to Movable-Bed Modeling Law for Coastal
Dune Erosion,” by S. Hughes, Journal of Waterway, Port, Coastal,
and Ocean Engineering Division, American Society of Civil Engineers,
Vol 110, No. 4, pp 504-507.
Hughes, S. A., and Fowler, J. E. 1990a. “Midscale Physical Model
Validation for Scour at Coastal Structures,” Technical Report CERC90-8, US Army Engineer Waterways Experiment Station, Vicksburg,
Mississippi.