ICEM: Integrated coastal engineering model

Journal of Coastal Research

Volumn 21, Issue 6, 2005, Pages 1257-1268

  Saied, Usama M ^a   Tsanis, Ioannis K ^a  

^a MCMASTER UNIVERSITY   (Canada)

Author keywords

Beach deformation; Coastal structures; Morphological modeling; Shoreline change

Indexed keywords

BEACH MORPHOLOGY; COASTAL ENGINEERING; SHORELINE CHANGE;

EID: 27744505554     PISSN: 07490208     EISSN: 15515036     Source Type: Journal    
DOI: 10.2112/04-0188.1     Document Type: Article

References (22)

1. BERKHOFF, J.C.W., 1972. Computation of combined refraction-diffraction. Proceedings of the 13th Coastal Engineering Conference, Vancouver, British Columbia, ASCE, Vol. 1, pp. 471-490.
2. BROKER, I., 1995. Coastal area modelling. MAST 68-M Final Workshop, Gdansk, Poland, pp. 2-86 to 2-90.
3. BROKER, I.; JOHNSON, H.K.; ZYSERMAN, J.A.; RONBERG, J.K.; PEDERSEN, C.; DEIGAARD, R., and FREDOSE, J., 1995. Coastal profile and coastal area morphdynamic modelling. MAST 68-M Final Workshop, Gdnask, Poland, pp. 7-12 to 7-16.
4. BRUUN, P., 1954. Coast erosion and the development of beach profiles, Beach Erosion Board, Tech. Memo. No. 44. U.S. Army Corps of Engineers.
5. th International Conference of Coastal Engineering, pp. 2668-2681.
6. DALLY, W.R., and OSIECKI, D.A., 1994. The role of rollers in surf zone currents. 24th International Conference on Coastal Engineering, Kobe, Japan, pp. 1895-1905.
7. DE VRIEND, H.J.; ZYSERMAN, J.; NICHOLSON, J.; ROELVINK, J.A.; PECHON, P., and SOUTHGATE, H.N., 1993. Medium-term 2DH coastal area modelling. Coastal Engineering, 21, 193-224.
8. FRIHY, O.E.; FANOS, A.M.; KHAFAGY, A.A., and KOMAR, P.D., 1991. Patterns of nearshore sediment transport along the Nile Delta, Egypt. Coastal Engineering, 15, 409-429.
9. HERBICH, J.B. (ed.), 1991. Handbook of Coastal and Ocean Engineering. Houston, Texas: Gulf Publishing Co.
10. th International Conference of Coastal Engineering, ASCE, pp. 3976-3985.
11. HORIKAWA, K., 1988. Nearshore dynamics and coastal processes. Tokyo, Japan: University of Tokyo Press.
12. LE BLOND, P.H., and TANG, C.L., 1974. On energy coupling between waves and rip currents. Journal of Geophysical Research, 79(6), 811-816.
13. LEONT'YEV, I.O., 1999. Modeling of morphological changes due to coastal structures. Coastal Engineering, 38, 149-166.
14. LONGUET-HIGGINS, M.S., 1970. Longshore currents generated by obliquely incident sea waves, Parts 1 and 2. Journal of Geophysical Research, 75(33), 6778-89, 6790-6801.
15. MOBAREK, I.E., 1972. The Nile Delta Coastal Protection Project. Proceedings of the 13th Coastal Engineering Conference, ASCE, Vol. 2, pp. 1409-426.
16. PRICE, D.M.; CHESHER, T.J., and SOUTHGATE, H.N., 1995. PISCES: A Morphological Coastal Area Model. Report SR 411. Wallingford, U.K. HR Wallingford.
17. ROELVINK, J.A.; RENIERS, A.J.H.M., and WALSTRA, D.J.R., 1995. Medium term morphodynamic modelling. MAST 68-M Final Workshop, Gdnask, Poland, pp. 7-3 to 7-6.
18. SAIED, U., and TSANIS, I.K., 2004. Improved boundary equations for elliptic water wave models. Coastal Engineering, 51(1), 17-34.
19. SAIED, U.M., and TSANIS, I.K., 2005. Improved parabolic water wave transformation model. Coastal Engineering, 52(2), 139-149.
20. SHEN, H., 1991. Numerical Analysis of Large-Scaled Flows and Mass Transports in Lakes. Kyoto, Japan: Kyoto University, Ph.D. thesis, 273p.
21. WATANABE, A.; MARUYAMA, K.; SHIMIZU, T., and SAKAKIYAMA, T., 1984. Numerical prediction model of three-dimensional beach deformation around coastal structures. Proceedings of the 17th Coastal Engineering Conference, ASCE, pp. 1106-1121.
22. WATANABE, A.; MARUYAMA, K.; SHIMIZU, T., and SAKAKIYAMA., T., 1986. Numerical prediction model of three-dimensional beach deformation around a structure. Coastal Engineering in Japan, 29, 179-194.