332
CHAPTER 6. SEDIMENT TRANSPORT MODELS
Van de Graff, J. 1977. “Dune Erosion During a Storm Surge,” Coastal
Engineering, Vol 1, No. 2, pp 99-134.
Vellinga, P. 1982. “Beach and Dune Erosion During Storm Surges,”
Coastal Engineering, Vol 6, No. 4, pp 361-387.
Vellinga. P. 1984. “Discussion of Movable-Bed Modeling Law for Coastal
Dune Erosion,” by S. Hughes, JournaJ of Waterway, Port, Coastal,
and Ocean Engineering Division, American Society of Civil Engineers,
Vol 110. No. 4, pp 495-504.
Vellinga. P. 1986. "Beach and Dune Erosion During Storm Surges,”
Ph.D. Dissertation, Communication No. 372. Delft Hydraulics Laboratory. Delft, The Netherlands.
Vollmers. H.-J. 1989. “The State of Art of Physical Modelling of Sediment Transport," Proceedings of Sediment Transport Modeling,
American Society of Civil Engineers, pp 7-12.
Wang. H., Lin. L., Zhong, H., and Miao, G. 1991. "Sebestian Inlet
Physical Model Studies. Part II - Movable-Bed Model, Interim Report." UFL/COEL-91/014. Coastal and Oceanographic Engineering
Department. University of Florida. Gainesville. Florida.
Wang. H.. Tone. T. and Dette. H. H. 1990. "Movable Bed Modeling
Criteria for Beach Profile Response." Proceedings of the 22nd Coastal
Engineering Conference. American Society of Civil Engineers. Vol 3,
pp 2566-2579.
Xie. S.-L. 1981. "Scouring Patterns in Front of Vertical Breakwaters and
Their Influences on the Stability erf1 the Foundations of the Breakwaters. Department of Civil Engineering. Delft University of Technology Delft The Netherlands.
T alin. M. S. 1971. Theory of Hydraulic Models. MacMillan Press. London. England.
alin. M. S. 1972
' ‘"On rhe Geometrically
r Reproduction of
Dnæs Proceedings of the 75th Coasta. EnjEBeerinr Conference.
Aanxkan Society of CSvfl Engineers Vol 2 nn 114X1154
CHAPTER 6. SEDIMENT TRANSPORT MODELS
Van de Graff, J. 1977. “Dune Erosion During a Storm Surge,” Coastal
Engineering, Vol 1, No. 2, pp 99-134.
Vellinga, P. 1982. “Beach and Dune Erosion During Storm Surges,”
Coastal Engineering, Vol 6, No. 4, pp 361-387.
Vellinga. P. 1984. “Discussion of Movable-Bed Modeling Law for Coastal
Dune Erosion,” by S. Hughes, JournaJ of Waterway, Port, Coastal,
and Ocean Engineering Division, American Society of Civil Engineers,
Vol 110. No. 4, pp 495-504.
Vellinga. P. 1986. "Beach and Dune Erosion During Storm Surges,”
Ph.D. Dissertation, Communication No. 372. Delft Hydraulics Laboratory. Delft, The Netherlands.
Vollmers. H.-J. 1989. “The State of Art of Physical Modelling of Sediment Transport," Proceedings of Sediment Transport Modeling,
American Society of Civil Engineers, pp 7-12.
Wang. H., Lin. L., Zhong, H., and Miao, G. 1991. "Sebestian Inlet
Physical Model Studies. Part II - Movable-Bed Model, Interim Report." UFL/COEL-91/014. Coastal and Oceanographic Engineering
Department. University of Florida. Gainesville. Florida.
Wang. H.. Tone. T. and Dette. H. H. 1990. "Movable Bed Modeling
Criteria for Beach Profile Response." Proceedings of the 22nd Coastal
Engineering Conference. American Society of Civil Engineers. Vol 3,
pp 2566-2579.
Xie. S.-L. 1981. "Scouring Patterns in Front of Vertical Breakwaters and
Their Influences on the Stability erf1 the Foundations of the Breakwaters. Department of Civil Engineering. Delft University of Technology Delft The Netherlands.
T alin. M. S. 1971. Theory of Hydraulic Models. MacMillan Press. London. England.
alin. M. S. 1972
' ‘"On rhe Geometrically
r Reproduction of
Dnæs Proceedings of the 75th Coasta. EnjEBeerinr Conference.
Aanxkan Society of CSvfl Engineers Vol 2 nn 114X1154