Model:FUNWAVE: Difference between revisions
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* Chen, Q., Kirby, J. T., Dalrymple, R. A., Kennedy, A. B. and Chawla, A., 2000, Boussinesq modeling of wave transformation, breaking and runup. II: Two horizontal dimensions, J. Waterway, Port, Coastal and Ocean Engrng., 126, 48-56. | * Chen, Q., Kirby, J. T., Dalrymple, R. A., Kennedy, A. B. and Chawla, A., 2000, Boussinesq modeling of wave transformation, breaking and runup. II: Two horizontal dimensions, J. Waterway, Port, Coastal and Ocean Engrng., 126, 48-56. | ||
*Chen, Q., Kirby, J. T., Dalrymple, R. A., Shi, F. and Thornton, E. B., 2002, Boussinesq modeling of longshore currents Journal of Geophysical Research, 108, 26-1~26-18, Doi: ([http://dx.doi.org/ 10.1029/2002JC001308 10.1029/2002JC001308]). | *Chen, Q., Kirby, J. T., Dalrymple, R. A., Shi, F. and Thornton, E. B., 2002, Boussinesq modeling of longshore currents Journal of Geophysical Research, 108, 26-1~26-18, Doi: ([http://dx.doi.org/10.1029/2002JC001308 10.1029/2002JC001308]). | ||
* Gobbi, M. F. and Kirby, J. T., 1999, Wave evolution over submerged sills: Tests of a high-order Boussinesq model, Coastal Engineering, 37, 57-96, Doi: ([http://dx.doi.org/ 10.1016/S0378-3839(99)00015-0 10.1016/S0378-3839(99)00015-0]). | * Gobbi, M. F. and Kirby, J. T., 1999, Wave evolution over submerged sills: Tests of a high-order Boussinesq model, Coastal Engineering, 37, 57-96, Doi: ([http://dx.doi.org/10.1016/S0378-3839(99)00015-0 10.1016/S0378-3839(99)00015-0]). | ||
* Kennedy, A. B, Chen, Q., Kirby, J. T., and Dalrymple, R. A., 2000, Boussinesq modeling of wave transformation, breaking and runup. I: One dimension, J. Waterway, Port, Coastal and Ocean Engrng., 126, 39-47. | * Kennedy, A. B, Chen, Q., Kirby, J. T., and Dalrymple, R. A., 2000, Boussinesq modeling of wave transformation, breaking and runup. I: One dimension, J. Waterway, Port, Coastal and Ocean Engrng., 126, 39-47. | ||
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* Kennedy, A. B., Dalrymple, R. A., Kirby, J. T. and Chen, Q., 2000, Determination of inverse depths using direct Boussinesq modelling, J. Waterway, Port, Coastal and Ocean Engrng., 126, 206-214, Doi: ([http://dx.doi.org/10.1061/(ASCE)0733-950X(2000)126:4(206) 10.1061/(ASCE)0733-950X(2000)126:4(206)]). | * Kennedy, A. B., Dalrymple, R. A., Kirby, J. T. and Chen, Q., 2000, Determination of inverse depths using direct Boussinesq modelling, J. Waterway, Port, Coastal and Ocean Engrng., 126, 206-214, Doi: ([http://dx.doi.org/10.1061/(ASCE)0733-950X(2000)126:4(206) 10.1061/(ASCE)0733-950X(2000)126:4(206)]). | ||
* Kennedy, A. B., Kirby, J. T., Chen, Q. and Dalrymple, R. A., 2001, Boussinesq-type equations with improved nonlinear behaviour, Wave Motion, 33, 225-243, Doi: ([http://dx.doi.org/ 10.1016/S0165-2125(00)00071-8 10.1016/S0165-2125(00)00071-8]). | * Kennedy, A. B., Kirby, J. T., Chen, Q. and Dalrymple, R. A., 2001, Boussinesq-type equations with improved nonlinear behaviour, Wave Motion, 33, 225-243, Doi: ([http://dx.doi.org/10.1016/S0165-2125(00)00071-8 10.1016/S0165-2125(00)00071-8]). | ||
* Kennedy, A. B., Kirby, J. T. and Gobbi, M. F., 2002, Simplified higher order Boussinesq equations. 1: Linear considerations, Coastal Engineering, 44, 205-229, Doi: ([http://dx.doi.org/ 10.1016/S0378-3839(01)00032-1 10.1016/S0378-3839(01)00032-1]). | * Kennedy, A. B., Kirby, J. T. and Gobbi, M. F., 2002, Simplified higher order Boussinesq equations. 1: Linear considerations, Coastal Engineering, 44, 205-229, Doi: ([http://dx.doi.org/10.1016/S0378-3839(01)00032-1 10.1016/S0378-3839(01)00032-1]). | ||
*Misra, S. K., Kennedy, A. B. and Kirby, J. T., 2002, An approach to determining nearshore bathymetry using remotely sensed ocean surface dynamics, Coastal Engineering, 47, 263~293, Doi: ([http://dx.doi.org/10.1016/S0378-3839(02)00118-7 10.1016/S0378-3839(02)00118-7]). | *Misra, S. K., Kennedy, A. B. and Kirby, J. T., 2002, An approach to determining nearshore bathymetry using remotely sensed ocean surface dynamics, Coastal Engineering, 47, 263~293, Doi: ([http://dx.doi.org/10.1016/S0378-3839(02)00118-7 10.1016/S0378-3839(02)00118-7]). | ||
* Shi, F., Dalrymple, R. A., Kirby, J. T., Chen, Q. and Kennedy, A., 2001, A fully nonlinear Boussinesq model in generalized curvilinear coordinates, Coastal Engineering, 42, 337-358, Doi: ([http://dx.doi.org/ 10.1016/S0378-3839(00)00067-3 10.1016/S0378-3839(00)00067-3]). | * Shi, F., Dalrymple, R. A., Kirby, J. T., Chen, Q. and Kennedy, A., 2001, A fully nonlinear Boussinesq model in generalized curvilinear coordinates, Coastal Engineering, 42, 337-358, Doi: ([http://dx.doi.org/10.1016/S0378-3839(00)00067-3 10.1016/S0378-3839(00)00067-3]). | ||
|Manual model available=Yes | |Manual model available=Yes | ||
|Model manual=Cacr-98-06.pdf, | |Model manual=Cacr-98-06.pdf, |
Revision as of 17:13, 29 March 2011
Contact
Name | Jim Kirby |
Type of contact | Model developer |
Institute / Organization | University of Delaware, Department of Civil EngineeringCenter for Applied Coastal Research |
Postal address 1 | |
Postal address 2 | |
Town / City | Newark |
Postal code | 19716 |
State | Delaware |
Country | USA"USA" is not in the list (Afghanistan, Albania, Algeria, Andorra, Angola, Antigua and Barbuda, Argentina, Armenia, Australia, Austria, ...) of allowed values for the "Country" property. |
Email address | kirby@udel.edu |
Phone | (302) 831-2438 |
Fax | (302) 831-1228 |
FUNWAVE
Metadata
Summary
wave dynamics, Technical specs
In/Output
Process
Testing
Other
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