TY - JOUR
T1 - An explicit finite difference model for simulating weakly nonlinear and weakly dispersive waves over slowly varying water depth
AU - Wang, Xiaoming
AU - Liu, Philip L.F.
N1 - Funding Information:
The research reported herein has been supported by the National Science Foundation through various grants to Cornell University. We would also like to acknowledge the support from KORDI .
PY - 2011/2
Y1 - 2011/2
N2 - In this paper, a modified leap-frog finite difference (FD) scheme is developed to solve Non linear Shallow Water Equations (NSWE). By adjusting the FD mesh system and modifying the leap-frog algorithm, numerical dispersion is manipulated to mimic physical frequency dispersion for water wave propagation. The resulting numerical scheme is suitable for weakly nonlinear and weakly dispersive waves propagating over a slowly varying water depth. Numerical studies demonstrate that the results of the new numerical scheme agree well with those obtained by directly solving Boussinesq-type models for both long distance propagation, shoaling and re-fraction over a slowly varying bathymetry. Most importantly, the new algorithm is much more computationally efficient than existing Boussinesq-type models, making it an excellent alternative tool for simulating tsunami waves when the frequency dispersion needs to be considered.
AB - In this paper, a modified leap-frog finite difference (FD) scheme is developed to solve Non linear Shallow Water Equations (NSWE). By adjusting the FD mesh system and modifying the leap-frog algorithm, numerical dispersion is manipulated to mimic physical frequency dispersion for water wave propagation. The resulting numerical scheme is suitable for weakly nonlinear and weakly dispersive waves propagating over a slowly varying water depth. Numerical studies demonstrate that the results of the new numerical scheme agree well with those obtained by directly solving Boussinesq-type models for both long distance propagation, shoaling and re-fraction over a slowly varying bathymetry. Most importantly, the new algorithm is much more computationally efficient than existing Boussinesq-type models, making it an excellent alternative tool for simulating tsunami waves when the frequency dispersion needs to be considered.
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U2 - 10.1016/j.coastaleng.2010.09.008
DO - 10.1016/j.coastaleng.2010.09.008
M3 - Article
AN - SCOPUS:78650310913
SN - 0378-3839
VL - 58
SP - 173
EP - 183
JO - Coastal Engineering
JF - Coastal Engineering
IS - 2
ER -