MORPHOLOGICAL MODELING OF BAR DYNAMICS WITH DELFT3D: THE QUEST FOR OPTIMAL FREE PARAMETER SETTINGS USING AN AUTOMATIC CALIBRATION TECHNIQUE

The modeling of bar dynamics is crucial for understanding coastal dynamics and shoreface nourishment evolution. Due to the complexity and variability of the physical processes involved, the formulations developed within the process-based numerical modelling system Delft3D for representing the forcing of the morphodynamic processes (waves, currents, sand transport) contain a high number of calibration parameters. Therefore, the setting up of any Delft3D computation requires a tedious calibration work, usually carried out manually and therefore by definition subjective. The aim of this work is the setting up of an automated and objective calibration procedure for Delft3D morphodynamic computations. A number of calibration parameters have been identified based on a careful sensitivity analysis. The calibration method named DUD (Does not Use Derivatives) is selected and coupled to a alongshore uniform Delft3D model. The validity of the implementation is shown based on synthetic tests (twin experiments). The validation test is carried out using field data collected at Egmond-aan-Zee (The Netherlands). This paper shows that the tool can be successfully used to calibrate Delft3D. However, further research is especially required to understand whether the computed parameters settings only simulate the best morphodynamic evolution of the bars or also describe properly the underlying physical processes.

[1]  R. Jennrich,et al.  Dud, A Derivative-Free Algorithm for Nonlinear Least Squares , 1978 .

[2]  J. A. Battjes,et al.  ENERGY LOSS AND SET-UP DUE TO BREAKING OF RANDOM WAVES , 1978 .

[3]  Delft Hydraulics,et al.  Nourishing the shoreface: observations and hindcasting of the Egmond case, The Netherlands , 2004 .

[4]  Bruno CaprileIRST MODEL CALIBRATION , 1997 .

[5]  V. Singh,et al.  Computer Models of Watershed Hydrology , 1995 .

[6]  J. A. Roelvink,et al.  Field Validation and Application of a Coastal Profile Model , 1996 .

[7]  E. Thornton,et al.  Morphodynamic modeling of an embayed beach under wave group forcing , 2004 .

[8]  Leo C. van Rijn,et al.  Unified View of Sediment Transport by Currents and Waves. II: Suspended Transport , 2007 .

[9]  J. A. Roelvink,et al.  Coastal morphodynamic evolution techniques , 2006 .

[10]  G. Stelling,et al.  Development and validation of a three-dimensional morphological model , 2004 .

[11]  L. Rijn Principles of sediment transport in rivers, estuaries and coastal seas , 1993 .

[12]  R. Bagnold An approach to the sediment transport problem from general physics , 1966 .

[13]  V. Torczon,et al.  Direct search methods: then and now , 2000 .

[14]  Soroosh Sorooshian,et al.  Model Calibration in Watershed Hydrology , 2009 .

[15]  J. A. Roelvink,et al.  Dissipation in random wave groups incident on a beach , 1993 .

[16]  L. Rijn Unified view of sediment transport by currents and waves. I: Initiation of motion, bed roughness, and bed-load transport , 2007 .

[17]  Ad Reniers,et al.  Modeling cross-shore sandbar behavior on the timescale of weeks , 2007 .