Shallow Water Ray Tracing with Nonlinear Velocity Profiles

1972 ◽  
Vol 52 (3B) ◽  
pp. 1000-1010 ◽  
Author(s):  
N. L. Weinberg ◽  
T. Dunderdale
2008 ◽  
Vol 31 (1) ◽  
pp. 105-120 ◽  
Author(s):  
Meng‐Yu Lin ◽  
Liang‐Hsiung Huang

2016 ◽  
Vol 140 (4) ◽  
pp. 3014-3014 ◽  
Author(s):  
Marcia J. Isakson ◽  
Jacob George ◽  
David Harvey

2017 ◽  
Vol 140 ◽  
pp. 03090 ◽  
Author(s):  
Paul Schuhmacher ◽  
Farhang Radjai ◽  
Stéphane Roux

1991 ◽  
Vol 224 ◽  
pp. 227-239 ◽  
Author(s):  
Ronald Smith

Far from a shoreline, the spreading of a contaminant plume in a shallow-water flow can be predicted easily and accurately by a ray-tracing method. Unfortunately, the concentration predictions become singular at a beach, where the ray paths have a caustic. In this paper a uniform approximation is derived which remains valid at a beach. It is shown how the singular ray solutions corresponding to rays incident to and transmitted from the beach can be combined to construct the uniform approximation.


1998 ◽  
Vol 103 (5) ◽  
pp. 2751-2752 ◽  
Author(s):  
Christian Bjerrum‐Niese ◽  
René Lützen ◽  
Leif Bjo/rno/

2011 ◽  
Vol 129 (4) ◽  
pp. 2574-2574
Author(s):  
Xavier Mouy ◽  
Mikhail Zykov ◽  
Bruce S. Martin

2021 ◽  
Vol 33 (6) ◽  
pp. 063102
Author(s):  
Y. Chen ◽  
O. Korculanin ◽  
S. Narayanan ◽  
J. Buitenhuis ◽  
S. A. Rogers ◽  
...  

An algorithm is described for the computation of the three-dimensional velocity fields due to tides and storm surges. The surface elevation and depth-averaged velocity components are first computed from the shallow-water equations. These equations are then used as part of the input to the second part of the algorithm, in which the velocity profiles are computed from the momentum equations. The nonlinear terms in the momentum equations and both the advective terms and the bottom friction terms in the shallow-water equations are fully included. The shallow-water equations are solved by a finite difference scheme that achieves third-order local truncation errors in all the dominant terms and that permits correct parallel flow on coastal boundaries of any orientation. Two alternative algorithms are discussed for computation of the velocity profiles, one based on finite elements in the vertical coordinate direction, the other based on a generalized Crank-Nicolson scheme. The complete algorithm has been tested on several model problems and has been found to be accurate and fast.


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