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Volumn , Issue , 2009, Pages 1864-1875

Understanding differences between delft3D and empirical predictions of alongshore sediment transport gradients

Author keywords

[No Author keywords available]

Indexed keywords

FORECASTING; SEDIMENT TRANSPORT; WATER WAVES;

EID: 84873846545     PISSN: 01613782     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1142/9789814277426_0154     Document Type: Conference Paper
Times cited : (8)

References (14)
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    • Bender, C. J. and Dean, R. G., 2004. Potential shoreline changes induced by three-dimensional bathymetric anomalies with gradual transitions in depth. Coastal Engineering, 51: 1143-1161.
    • (2004) Coastal Engineering , vol.51 , pp. 1143-1161
    • Bender, C.J.1    Dean, R.G.2
  • 2
    • 33847075886 scopus 로고    scopus 로고
    • Processes controlling development of erosional hot spots on a beach nourishment project
    • Benedet, L., Finkl, C. W., and Hartog, W. M., 2007. Processes controlling development of erosional hot spots on a beach nourishment project. Journal of Coastal Research, 23: 33-48.
    • (2007) Journal of Coastal Research , vol.23 , pp. 33-48
    • Benedet, L.1    Finkl, C.W.2    Hartog, W.M.3
  • 3
    • 56349123024 scopus 로고    scopus 로고
    • Evaluation of the physical processes controlling beach changes adjacent to nearshore dredge pits
    • Benedet, L. and List, J. H., 2008. Evaluation of the physical processes controlling beach changes adjacent to nearshore dredge pits. Coastal Engineering, 55: 1224-1236.
    • (2008) Coastal Engineering , vol.55 , pp. 1224-1236
    • Benedet, L.1    List, J.H.2
  • 4
    • 0033560642 scopus 로고    scopus 로고
    • A third generation model for coastal regions. Part i: Model description and validation
    • Booij, N., Ris, R. C, and L.H. Holthuijsen, 1999. A third generation model for coastal regions. Part I: Model description and validation. Journal of Geophysical Research, 104: 7649-7666.
    • (1999) Journal of Geophysical Research , vol.104 , pp. 7649-7666
    • Booij, N.1    Ris, R.C.2    Holthuijsen, L.H.3
  • 5
    • 85040274968 scopus 로고
    • Nonuniform alongshore currents and sediment transport: A one dimensional approach. Department of civil engineering, university of queensland, australia., series research report ce 31, 67 pp. Haas, k. A. And hanes, d. M., 2004. Process based modeling of total longshore sediment transport
    • Gourlay, M.R., 1982. Nonuniform alongshore currents and sediment transport: a one dimensional approach. Department of Civil Engineering, University of Queensland, Australia., Series Research Report CE 31, 67 pp. Haas, K. A. and Hanes, D. M., 2004. Process based modeling of total longshore sediment transport. Journal of Coastal Research, 20: 853-861.
    • (1982) Journal of Coastal Research , vol.20 , pp. 853-861
    • Gourlay, M.R.1
  • 6
    • 51549088146 scopus 로고    scopus 로고
    • Modeling the effects of wave skewness and beach cusps on littoral sand transport
    • Haas, K. A., Check, L. A., and Hanes, D. M., 2008. Modeling the effects of wave skewness and beach cusps on littoral sand transport. Journal of Coastal Research, 24: 141-149.
    • (2008) Journal of Coastal Research , vol.24 , pp. 141-149
    • Haas, K.A.1    Check, L.A.2    Hanes, D.M.3
  • 7
    • 0024528559 scopus 로고
    • Genesis-A generalized shoreline change numerical model
    • Hanson, H., 1989. GENESIS-a generalized shoreline change numerical model. Journal of Coastal Research, 5: 1-27.
    • (1989) Journal of Coastal Research , vol.5 , pp. 1-27
    • Hanson, H.1
  • 8
    • 0003777949 scopus 로고
    • Genesis: Generalized model for simulating shoreline change
    • Coastal Engineering Research Center CERC-89-19
    • Hanson, H., and Kraus, N.C, 1989. GENESIS: generalized model for simulating shoreline change. U.S. Army Corps of Engineers, Coastal Engineering Research Center CERC-89-19, 185 pp.
    • (1989) U.S. Army Corps of Engineers , pp. 185
    • Hanson, H.1    Kraus, N.C.2
  • 11
    • 84873025870 scopus 로고    scopus 로고
    • Predicting longshore gradients in longshore transport: Comparing the cerc formula to delft3d
    • World Scientific, Singapore
    • List, J. H., Hanes, D. M., and Ruggiero, P., 2007. Predicting longshore gradients in longshore transport: comparing the CERC formula to Delft3D. Proceed. 30th International Conference on Coastal Engineering, World Scientific, Singapore, pp. 3370-3380.
    • (2007) Proceed. 30th International Conference on Coastal Engineering , pp. 3370-3380
    • List, J.H.1    Hanes, D.M.2    Ruggiero, P.3
  • 12
    • 0019040031 scopus 로고
    • Mathematical modeling of beaches backed by seawalls
    • Ozasa, H. and Brampton, A. H., 1980. Mathematical modeling of beaches backed by seawalls. Coastal Engineering, 4: 47-63.
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  • 13
    • 0011015037 scopus 로고    scopus 로고
    • U.S. Army Corps of Engineers, Coastal and Hydraulics Laboratory EM 1110-2-1100
    • U.S. Army Corps of Engineers, 2002. Coastal Engineering Manual. Coastal and Hydraulics Laboratory EM 1110-2-1100, http://chl.erdc.usace.army.mil/CHL. aspx?p=s&a=Publications;8pp.
    • (2002) Coastal Engineering Manual


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