302
L. Erikson et al. / Coastal Engineering 52 (2005) 285302
Shen, M.C., Meyer, R., 1963. Climb of a bore on a beach: 3. Run-
Mase, H., 1988. Spectral characteristics of random wave run-up.
up. J. Fluid Mech. 16, 113 125.
Coast. Eng. 12 (2), 175 189.
Svendsen, I.A., Madsen, P.A., 1984. A turbulent bore on a beach.
Mase, H., 1989. Random wave run-up height on gentle slope.
J. Fluid Mech. 148, 79 96.
J. Waterw. Port Coast. Ocean Eng. 115 (5), 649 661.
Van Rijn, L.C., 1982. Equivalent roughness of alluvial beds.
Mase, H., 1994. Up-rush back-rush interaction dominated and
J. Hydraul. Div. 108 (HY10), 1215 1218.
long wave dominated swash oscillations. Int. Symp. Waves-
Waddell, E., 1973. A field investigation of swash characteristics.
Physical and Numerical Modeling Proc. UBC, Vancouver,
Coast. Eng. Jpn. 16, 61 71.
316 325.
Wilson, K.C., 1988. Frictional behavior of sheet flow. Progress
Mase, H., Iwagaki, Y., 1984. Run-up of random waves on gentle
Report 67. Institute of Hydrodynamic and Hydraulic Eng. Tech.
slopes. 19th Coastal Eng. Conf. Proc., ASCE, pp. 593 609.
Univ. of Denmark, 1122.
Miller, R.L., 1968. Experimental determination of run-up of