An empirical model to estimate overwash

Journal of Coastal Research

Volumn 26, Issue 6, 2010, Pages 1157-1167

  Park, Young Hyun ^a   Edge, Billy L ^b  

^a Seoul National University   (South Korea)

^b Texas A and M University   (United States)

Author keywords

empirical equation; Laboratory experiment; laser measurement; overwash; sediment transport; zero point method

Indexed keywords

BERM; DUNE; EMPIRICAL ANALYSIS; EROSION RATE; EXPERIMENTAL STUDY; LASER; NUMERICAL MODEL; SEDIMENT TRANSPORT; SENSITIVITY ANALYSIS; STORM; WAVE HEIGHT;

EID: 78349279552     PISSN: 07490208     EISSN: 15515036     Source Type: Journal    
DOI: 10.2112/JCOASTRES-D-09-00017.1     Document Type: Article

References (14)

1. Baldock, T.; Hughes B. M.; Daya, K., and Louysa, J., 2005. Swash overtopping and sediment overwash on a truncated beach. Coastal Engineering, 52, 633-645.
2. Donnelly, C.; Wamsley, T. V.; Kraus N. C.; Larson, M., and Hanson, H., 2006. Morphologic classification of coastal overwash. In: Smith, J. M., (ed.), Proceedings of the 30th Conference of Coastal Engineering (San Diego, California, ASCE), pp. 2805-2817.
3. Hancock, M. W., 1994. Experiments on Irregular Wave Overtopping and Overwash of Dunes. Newark, Delaware: University of Delaware, Master's thesis, 88p.
4. Holman, R. A., 1986. Extreme value statistics for wave run-up on a natural beach. Coastal Engineering, 9, 527-544.
5. Holman, R. A. and Sallenger, A. H., 1985. Setup and swash on a natural beach. Journal of Geophysical Research, 90, 945-953.
6. Hughes, S. A. and Chiu, T. Y., 1981. Beach and dune erosion during severe storms. Gainesville, Florida: Coastal and Oceanographic Engineering Department, University of Florida, UFL/COEL 99/001.
7. Kobayashi, N.; Tega, Y., and Handcock, M. W., 1996. Wave reflection and overwash of dunes. Journal of Waterway, Port, Coastal, and Ocean Engineering, 122(3), 150-153.
8. Larson, M.; Wise, R. A., and Kraus, N. C., 2004. Coastal Overwash, Part 2: Upgrade to SBEACH. Vicksburg, Mississippi: U. S. Army Engineer Research and Development Center, Regional Sediment Management Demonstration Technical Note ERDC/RSM-TN-15.
9. Leatherman, S. P., 1983. Barrier dynamics and landward migration with Holocene sea-level rise. Nature, 301, 415-417.
10. Park, Y. H., 2006. Overwash induced by storm conditions. College Station, Texas: Texas A&M University, Doctoral thesis.
11. Rousseeuw, P. J. and Katrien V. D., 1999. A fast algorithm for the minimum covariance determinant estimator. Technometrics, 41, 212-223.
12. Suh, K. D.; Park, W. S., and Park, B. S., 2001. Separation of incident and reflected waves in wave-current flumes. Coastal Engineering, 43, 149-159.
13. Tega, Y. and Kobayashi, N., 2000. Dune profile evolution due to overwash. In: Edge, B. L. (ed.), Proceedings of the 27th Conference of Coastal Engineering (Sydney, Australia, ASCE), pp. 2634-2647.
14. Vellinga, P., 1983. Predictive Computational Model for Beach and Dune Erosion during Storm Surges. Delft, The Netherlands: Delft Hydraulics Laboratory, Publication 294.