Storm surge simulations for Hurricane Hugo (1989): On the significance of inundation areas

Journal of Waterway, Port, Coastal and Ocean Engineering

Volumn 133, Issue 3, 2007, Pages 183-191

  Dietsche, Daniel ^a   Hagen, Scott C ^b   Bacopoulos, Peter ^b  

^a Univ of Central Florida ^*  (Switzerland)

^b UNIVERSITY OF CENTRAL FLORIDA   (United States)

Author keywords

Computer aided simulation; Estuaries; Finite element method; Flood plains; Hurricanes; Hydrodynamics; Storm surges; Two dimensional models

Indexed keywords

COASTAL ZONES; COMPUTER SIMULATION; ESTUARIES; FINITE ELEMENT METHOD; FLOODS; HURRICANES; RIVERS; STORMS;

FLOOD PLAINS; STORM SURGES;

HYDRODYNAMICS;

COASTAL ZONES; COMPUTER SIMULATION; ESTUARIES; FINITE ELEMENT METHOD; FLOODS; HURRICANES; HYDRODYNAMICS; RIVERS; STORMS;

CONTINENTAL SHELF; FINITE ELEMENT METHOD; FLOODING; FLOODPLAIN; HURRICANE; HYDROGRAPH; STORM SURGE;

CHARLESTON; LAKE WACCAMAW; NORTH AMERICA; NORTH CAROLINA; SOUTH CAROLINA; UNITED STATES; WINYAH BAY;

EID: 34247222621     PISSN: 0733950X     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-950X(2007)133:3(183)     Document Type: Article

References (35)

1. Blain, C. A., Westerink, J. J., and Luettich, R. A., Jr. (1994). "The influence of domain size on the response characteristics of a hurricane storm surge model." J. Geophys. Res. JGREA20148-0227, 99(9), 18467-18479.
2. Cardone, V. J., Cox, A. T., Greenwood, J. A., and Thompson, E. F. (1994). "Upgrade of tropical cyclone surface wind field model." Miscellaneous Paper CERC-94-14, U.S. Army Corps of Engineers, Washington, D.C.
3. Dietsche, D. A. (2004). "Storm tide simulations for Hurricane Hugo (1989): On the significance of including inland flooding areas." MS thesis, Univ. of Central Florida, Orlando, Fla.
4. Federal Highway Administration (FHwA). (2004). "Tidal hydrology, hydraulics, and scour at bridges." Publication No. FHWA-NHI-05-077, U.S. Dept. of Transportation, Washington, D.C.Federal Highway Administration (FHwA). (2004). "Tidal hydrology, hydraulics, and scour at bridges." Publication No. FHWA-NHI-05-077, U.S. Dept. of Transportation, Washington, D.C.
5. Feyen, J. C., Atkinson, J. H., and Westerink, J. J. (2000). "Issues in hurricane surge computations using a GWCE-based finite-element model." Proc., 13th Int. Conf. on Computational Methods in Water Resources, Balkema, Rotterdam, The Netherlands, 865-872.
6. Foreman, M. G. G. (1988). "A comparison of tidal models for the southwest coast of Vancouver Island." Proc., 7th Int. Conf. on Computational Methods in Water Resources, Elsevier, New York, 231-236.
7. Funakoshi, Y., Hagen, S. C., Zundel, A. K., and Kojima, S. (2004). "Driving an integrated surface water, three-dimensional model." Proc., 6th Int. Conf. on Hydro-Science and - Engineering, International Association for Hydraulic Research and Engineering, Brisbane, Australia.
8. Garrett, J. R. (1977). "Review of drag coefficients over oceans and continents." Mon. Weather Rev.MWREAB0027-064410.1175/ 1520-0493(1977)105<0915:RODCOO>2.0.CO;2, 105, 915-929.
9. Gray, W. G. (1989). "A finite-element study of tidal flow data for the North Sea and English channel." Adv. Water Resour.AWREDI0309-1708, 12, 143-154.
10. Grenier, R. R., Jr., Luettich, R. A., Jr., and Westerink, J. J. (1995). "A comparison of the nonlinear frictional characteristics of two-dimensional and three-dimensional models of a shallow water tidal embayment." J. Geophys. Res.JGREA20148-0227, 100(7), 13719-13735.
11. Hagen, S. C., Dietsche, D., and Funakoshi, Y. (2004). "Storm tide hindcasts for Hurricane Hugo: Into an estuarine and riverine system." Proc., 6th Int. Conf. on Hydro-Science and - Engineering, International Association for Hydraulic Research and Engineering, Brisbane, Australia.
12. Hagen, S. C., Horstmann, O., and Bennett, R. J. (2002). "An unstructured mesh generation algorithm for shallow water modeling." Int. J. Comput. Fluid Dyn.IJCFEC1061-8562, 16(2), 83-91.
13. Hagen, S. C., and Parrish, D. M. (2004). "Unstructured mesh generation for the western North Atlantic tidal model domain." Eng. Comput.ENGCE70177-0667, 20, 136-146.
14. Hagen, S. C., Zundel, A. K., and Kojima, S. (2006). "Automatic, unstructured mesh generation for tidal calculations in a large domain." Int. J. Comput. Fluid Dyn.IJCFEC1061-8562, 20(8), 593-608.
15. Jarvinen, B. R. (1989). "Preliminary report on Hurricane Hugo, 10-22 September, 1989." Rep., National Oceanic and Atmospheric Administration, National Weather Service, National Hurricane Center, Coral Gables, Fla.
16. Kinnmark, I. (1985). "The shallow water wave equations: Formulation, analysis, and application." Lecture notes in engineering, Springer, New York, 15.
17. Kojima, S. (2005). "Optimization of an unstructured finite-element mesh for tide and storm surge modeling applications in the western North Atlantic Ocean." MS thesis, Univ. of Central Florida, Orlando, Fla.
18. Kolar, R. L., Gray, W. G., Westerink, J. J., and Luettich, R. A., Jr. (1994a). "Shallow water modeling in spherical coordinates: Equation formulation, numerical implementation, and application." J. Hydraul. Res.JHYRAF0022-1686, 32(1), 3-24.
19. Kolar, R. L., Westerink, J. J., Cantekin, M. E., and Blain, C. A. (1994b). "Aspects of nonlinear simulations using shallow-water models based on the wave continuity equation." Comput. FluidsCPFLBI0045-793010.1016/0045-7930(94)90017-5, 23(3), 523-538.
20. Le Provost, C., and Vincent, P. (1986). "Some tests of precision for a finite element model of ocean tides." J. Comput. Phys.JCTPAH0021-9991, 65, 273-291.
21. Luettich, R. A., Jr., Westerink, J. J., and Scheffner, N. W. (1992). "ADCIRC: An advanced three-dimensional circulation model for shelves, coasts and estuaries. Report 1: Theory and methodology of ADCIRC-2DDI and ADCIRC-3DL." Technical Rep. DRP-92-6, U.S. Army Corps of Engineers, Waterways Experiment Station, Vicksburg, Miss.
22. Lynch, D. R. (1983). "Progress in hydrodynamic modeling, review of U.S. contributions, 1979-1982." Rev. Geophys. Space Phys.RGPSBL0034-6853, 21(3), 741-754.
23. Lynch, D. R., and Gray, W. G. (1979). "A wave equation model for finite-element tidal computations." Comput. FluidsCPFLBI0045-793010.1016/0045-7930(79)90037-9, 7, 207-228.
24. Murray, R. R. (2003). "A sensitivity analysis for a tidally influenced riverine system." MS thesis, Univ. of Central Florida, Orlando, Fla.
25. Nelson, D. D. (1991). "Factors affecting beach morphology changes caused by Hurricane Hugo, northern South Carolina." J. Coastal Res.JCRSEK0749-0208, 8, 163-179.
26. Purvis, J. C. (1990). "Hurricane Hugo (1989)." State Climatology Series Rep. Number G-37, South Carolina Water Resources Commission, Columbia, S.C.
27. Schuck-Kolben, R. E. (1990). "Storm-tide elevations produced by Hurricane Hugo along the South Carolina coast, September 21-22, 1989." Open-File Rep. 90-386, U.S. Geological Survey, U.S. Dept. of the Interior, Washington, D.C.
28. Schuck-Kolben, R. E., and Cherry, R. N. (1995). "Hydrologic aspects of Hurricane Hugo in South Carolina, September 1989." Hydrologic Investigations Atlas HA-733, U.S. Geological Survey, U.S. Dept. of the Interior, Washington, D.C.
29. Thompson, E. F., and Cardone, V. J. (1996). "Practical modeling of hurricane surface wind fields." J. Waterway, Port, Coastal, Ocean Eng.JWPED50733-950X10.1061/(ASCE)0733-950X(1996)122:4(195), 122(4), 195-205.
30. Vincent, P., and Le Provost, C. (1988). "Semidiurnal tides in the northeast Atlantic from a finite-element numerical model." J. Geophys. Res.JGREA20148-0227, 93(1), 543-555.
31. Walters, R. A., and Werner, F. E. (1989). "A comparison of two finite-element models of tidal hydrodynamics using a North Sea data set." Adv. Water Resour.AWREDI0309-1708, 12, 184-193.
32. Werner, F. E., and Lynch, D. R. (1989). "Harmonic structure of English channel/southern bight tides from a wave equation simulation." Adv. Water Resour.AWREDI0309-1708, 12, 121-142.
33. Westerink, J. J., and Gray, W. G. (1991). "Progress in surface water modeling." Rev. Geophys.RVGPB48755-1209, 29, 210-217.
34. Westerink, J. J., Luettich, R. A., Baptista, A. M., Scheffher, N. W., and Farrar, P. (1992). "Tide and storm surge predictions using finite-element model." J. Hydraul. Eng.JHEND80733-9429, 118(10), 1373-1390.
35. Westerink, J. J., Luettich, R. A., Jr., and Muccino, J. C. (1994). "Modeling tides in the western North Atlantic using unstructured graded grids." Tellus, Ser. ATSAOD80280-6495, 46A, 178-199.