330
CHAPTER 6. SEDIMENT TRANSPORT MODELS
Le Méhauté, B. 1970. “A Comparison of Fluvial and Coastal Similitude,” Proceedings of the 12th Coastal Engineering Conference,
American Society of Civil Engineers, Vol 2, pp 1077-1096.
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.
Mizumura, K., and Shiraishi, N. 1981. “Laboratory Study on the
Shoreline Changes Behind a Coastal Structure,” Coastal Engineering, Vol 5, No. 1, pp 51-81.
Mogridge, G. R. 1974. “Scale Laws for Bed Forms in Laboratory Wave
Models,” Proceedings of the 14th Coastal Engineering Conference,
American Society of Civil Engineers, Vol 2, pp 1069-1085.
Motta, V. F. 1986. “Scale Effects Offshore of Coastal Mobile-Bed Models,” Symposium on Scale Effects in Modelling Sediment Transport
Phenomena, International Association for Hydraulic Research, pp
460-474.
Noda, E. K. 1971. “Coastal Movable-Bed Scale-Model Relationship,”
TETRAT-P-71-191-1, Tetra Tech, Inc., Pasadena, California.
Noda, E. K. 1972. “Equilibrium Beach Profile Scale-Model Relationship,” Journal of the Waterways, Harbors and Coastal Division,
American Society of Civil Engineers, Vol. WW4, pp 511-528.
Noda, H. 1978. “Scale Relations for Equilibrium Beach Profiles,” Proceedings of the 16th Coastal Engineering Conference, American Society of Civil Engineers, Vol 2, pp 1531-1541.
O’Brien, M. P. 1972. “Field and Laboratory Studies: Navigation Channels of the Columbia River Estuary,” Proceedings of the 13th Coastal
Engineering Conference, American Society of Civil Engineers, Vol 3,
pp 2475-2498.
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.
Paul, M. J., Kamphuis, J. W., and Brebner, A. 1972. “Similarity
of Equilibrium Beach Profiles,” Proceedings of the 13th Coastal Engineering Conference, American Society of Civil Engineers, Vol 2, pp
1217-1236.
CHAPTER 6. SEDIMENT TRANSPORT MODELS
Le Méhauté, B. 1970. “A Comparison of Fluvial and Coastal Similitude,” Proceedings of the 12th Coastal Engineering Conference,
American Society of Civil Engineers, Vol 2, pp 1077-1096.
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.
Mizumura, K., and Shiraishi, N. 1981. “Laboratory Study on the
Shoreline Changes Behind a Coastal Structure,” Coastal Engineering, Vol 5, No. 1, pp 51-81.
Mogridge, G. R. 1974. “Scale Laws for Bed Forms in Laboratory Wave
Models,” Proceedings of the 14th Coastal Engineering Conference,
American Society of Civil Engineers, Vol 2, pp 1069-1085.
Motta, V. F. 1986. “Scale Effects Offshore of Coastal Mobile-Bed Models,” Symposium on Scale Effects in Modelling Sediment Transport
Phenomena, International Association for Hydraulic Research, pp
460-474.
Noda, E. K. 1971. “Coastal Movable-Bed Scale-Model Relationship,”
TETRAT-P-71-191-1, Tetra Tech, Inc., Pasadena, California.
Noda, E. K. 1972. “Equilibrium Beach Profile Scale-Model Relationship,” Journal of the Waterways, Harbors and Coastal Division,
American Society of Civil Engineers, Vol. WW4, pp 511-528.
Noda, H. 1978. “Scale Relations for Equilibrium Beach Profiles,” Proceedings of the 16th Coastal Engineering Conference, American Society of Civil Engineers, Vol 2, pp 1531-1541.
O’Brien, M. P. 1972. “Field and Laboratory Studies: Navigation Channels of the Columbia River Estuary,” Proceedings of the 13th Coastal
Engineering Conference, American Society of Civil Engineers, Vol 3,
pp 2475-2498.
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.
Paul, M. J., Kamphuis, J. W., and Brebner, A. 1972. “Similarity
of Equilibrium Beach Profiles,” Proceedings of the 13th Coastal Engineering Conference, American Society of Civil Engineers, Vol 2, pp
1217-1236.