MORPHOLOGICAL MODELING OF BAR DYNAMICS WITH DELFT3D: THE QUEST FOR OPTIMAL FREE PARAMETER SETTINGS USING AN AUTOMATIC CALIBRATION TECHNIQUE
Abstract
Keywords
References
Bagnold, R. A., 1966. An approach to the sediment transport problem from general physics. U.S. Geological Survey Professional Paper 422-I.
Battjes, J.A., and J.P.F.M. Janssen. 1978. Energy loss and set-up due to breaking of random waves, Proceedings of 14th International Conference on Coastal Engineering, ASCE, 466-480.
Brière, C., Walstra., D. J. R., 2006. Modelling of bar dynamics. Report Z4099, WLlDelft Hydraulics, The Netherlands.
COAST3D-EGMOND, 2002. The behaviour of a straight sandy coast on the time scale of storms and season; process knowledge and guidelines for coastal management. Edited by L.C. van Rijn, B.G. Ruessink, and J.P.M. Mulder. 580 pp.
Giardino, A., Brière, C. and van der Werf, J.J., 2010. Morphological modelling of bar dynamics with Delft3D, the quest for optimal free parameter settings. Report 1200731, Deltares, The Netherlands.
Lesser,G.R., Roelvink, J.A., van Kester, J.A.T.M., Stelling, G.S., 2004. Development and validation of a three dimensional morphological model. Journal of Coastal Engineering, 51, 883-915.http://dx.doi.org/10.1016/j.coastaleng.2004.07.014
Lewis, R.M., V. Torczon and M.W. Trosset, 2000. Direct search methods: then and now. Journal of Computational and Applied Mathematics, 124, 191-207. http://dx.doi.org/10.1016/S0377-0427(00)00423-4
Ralston, M.L. and R.I. Jennrich, 1978. Dud, a derivative-free algorithm for nonlinear least squares. Technometrics, 20, 7-14. http://dx.doi.org/10.1080/00401706.1978.10489610
Reniers, A.J.H.M., Roelvink, J.A., Thornton, E.B., 2004. Morphodynamic modeling of an embayed beach under wave group forcing. Journal of Geophysical Research, 109.
Roelvink, J.A., 1993. Dissipation in random wave groups incident on a beach, Coastal Engineering, 19, Issues 1-2, 127-150.
Roelvink, J.A., Meijer, Th.J.G.P., Houwman, K., Bakker, R., Spanhoff, R., 1995. Field validation and application of a coastal profile model. Proceedings Coastal Dynamics Conference, Gdansk, Poland, pp. 818-828.
Roelvink, J. A., 2006. Coastal morphodynamic evolution techniques. Coastal Engineering 53: 277–287.http://dx.doi.org/10.1016/j.coastaleng.2005.10.015
Ruessink, B.G., Kuriyama, Y., Reniers, A.J.H.M., Roelvink, J.A., Walstra D.J.R., 2007. Modeling cross-shore sandbar behaviour on the timescale of weeks. Journal of Geophysical Research, 112, 1-15. http://dx.doi.org/10.1029/2006JF000730
Sorooshian, S. and V.K. Gupta, 1995. Model calibration. In: Computer models of watershed hydrology. Ed. V. Singh, pp. 23-68.
Van Duin, M.J.P., Wiersma, N.R., Walstra, D.J.R., Van Rijn, L.C., Stive, M.J.F., 2004. Nourishing the shoreface: observations and hindcasting of the Egmond case, The Netherlands. Journal of Coastal Engineering, 51: 813-837. http://dx.doi.org/10.1016/j.coastaleng.2004.07.011
Van Rijn, L. C., 1993. Principles of sediment transport in rivers, estuaries and coastal seas. Aqua Publications, The Netherlands. PMCid:1005200
Van Rijn L.C., 2007a. Unified view of sediment transport by currents and waves. I: Initiation of motion, bed roughness, and bed-load transport. Journal of Hydraulic Engineering 133 (6): 649-667.http://dx.doi.org/10.1061/(ASCE)0733-9429(2007)133:6(649)
Van Rijn L.C., 2007b. Unified view of sediment transport by currents and waves. II: Suspended transport. Journal of Hydraulic Engineering 133 (6): 668-689. http://dx.doi.org/10.1061/(ASCE)0733-9429(2007)133:6(668)
Walstra, D.J.R., Van Ormondt, M., Roelvink, J.A., 2004. Shoreface Nourishment Scenarios, WL | Delft Hydraulics report Z3748.21.
Walstra, D.J.R., Brière, C.B., Cohen, A.B., Van Dongeren, A.P., Elshoff, I.J.P., Hoyng, C. Van Ormondt, M., Quartel S., De Sonneville, B., Tonnon, P.K., Uunk, L., 2008. Monitoring and modelling of a shoreface nourishment. Report Z4479, Deltares, The Netherlands.
This work is licensed under a Creative Commons Attribution 3.0 License.