Numerical modeling of dynamic wave force acting on Escambia bay bridge deck during Hurricane Ivan

Journal of Waterway, Port, Coastal and Ocean Engineering

Volumn 135, Issue 4, 2009, Pages 164-175

  Huang, Wenrui ^a   Xiao, Hong ^a  

^a FAMU FSU COLLEGE OF ENGINEERING   (United States)

Author keywords

Bridge decks; Florida; Hurricanes; Numerical models; Storm surges; Uplifting

Indexed keywords

BRIDGE DESIGN; COASTAL HAZARDS; DECK ELEVATIONS; DYNAMIC FREE SURFACES; EMPIRICAL EQUATIONS; EXPERIMENTAL DATA; FLORIDA; FREE SURFACES; HORIZONTAL FORCES; HORIZONTAL PLATES; LOAD MODELS; NUMERICAL MODELING; NUMERICAL MODELS; REYNOLDS AVERAGED NAVIER-STOKES EQUATIONS; SIMPLY SUPPORTED BRIDGE; STORM SURGES; TIME HISTORY; TURBULENT VELOCITY FIELDS; UPLIFTING; VOLUME OF FLUID METHOD; WAVE FORCE; WAVE PROFILES; WAVEBREAKING;

BRIDGE DECKS; COMPUTER SIMULATION; FLOODS; HURRICANES; MATHEMATICAL MODELS; NAVIER STOKES EQUATIONS; NUMERICAL METHODS; OCEANOGRAPHY; STORMS;

WAVE EQUATIONS;

BRIDGE; COMPUTER SIMULATION; DESIGN; DYNAMIC ANALYSIS; DYNAMIC RESPONSE; EXPERIMENTAL STUDY; HURRICANE IVAN 2004; NAVIER-STOKES EQUATIONS; NUMERICAL MODEL; REYNOLDS NUMBER; STORM SURGE; STRUCTURAL RESPONSE; WAVE BREAKING; WAVE FORCE; WAVE-STRUCTURE INTERACTION;

ESCAMBIA BAY; FLORIDA [UNITED STATES]; NORTH AMERICA; UNITED STATES;

EID: 67649118102     PISSN: 0733950X     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-950X(2009)135:4(164)     Document Type: Article

References (22)

1. Avallone, E. A., Baumeister, T., Sadegh, A., and Marks, L. S.(2006). Marks' standard handbook for mechanical engineers, 11th Ed., McGraw-Hill Professional, 3-20.
2. Baarholm, R., and Faltinsen, O. M. (2004). "Wave impact underneath horizontal decks." J. Mar. Sci. Technol. J MATF90948-4280, 9(2), 1-13. 10.1007/s00773-003-0164-4
3. Bea, R. G., Xu, T., Stear, J., and Ramos, R. (1999). "Wave forces on decks of offshore platforms." J. Waterway, Port, Coastal, Ocean Eng. JWPED50733-950X, 125(3), 136-144. 10.1061/ (ASCE)0733-950X(1999)125:3(136)
4. Chorin, A. J. (1968). "Numerical solution of the Navier-Stokes equations." Math. Comput.MCMPAF0025-5718, 22, 745-762.10.2307/ 2004575
5. Cuomo, G., Allsop, W., and McConnell, K. (2003). "Dynamic wave loads on coastal structures: Analysis of impulsive and pulsating wave loads." Coastal Structures 2003 - Proc., Conf., Portland, Ore., ASCE, 356-368.
6. Denson, K. H. (1978). "Wave forces on causeway-type coastal bridges." Water Resources Research Institute, Mississippi State Univ., Mississippi State, Miss.Denson, K. H. (1978). "Wave forces on causeway-type coastal bridges." Water Resources Research Institute, Mississippi State Univ., Mississippi State, Miss.
7. Douglass, S. L., Chen, Q., and Olsen, J. M. (2006). "Wave forces on bridge decks." Coastal Transportation Engineering Research and Education Center, Univ. of South Alabama, Mobile, Ala.Douglass, S. L., Chen, Q., and Olsen, J. M. (2006). "Wave forces on bridge decks." Coastal Transportation Engineering Research and Education Center, Univ. of South Alabama, Mobile, Ala.
8. Douglass, S. L., Hughes, S., Rogers, S., and Chen, Q. (2004). "The impact of Hurricane Ivan to the coastal roads in Florida and Alabama: A preliminary report." Rep. to Coastal Transportation Engineering Research and Education Center, Univ. of South Alabama, Mobile, Ala.
9. El Ghamry, O. A. (1963). "Wave forces on a dock." Technical Rep. No. HEL-9-1, Hydraulic Engineering Laboratory, Institute of Engineering Research, Univ. of California, Berkeley, Calif.
10. Florida Department of Transportation (FDOT). (2004). "Public information meeting for the replacement of Interstate 10 Bridges over Escambia Bay." 〈http://www.escambiabaybridge.com/ i10%20boards_2_06.pdf〉.
11. French, J. A. (1969). "Wave uplift pressure on horizontal platforms." Rep. No. KH_R_19, W. M. Keck Laboratory of Hydraulics and Water Resources, California Inst. of Technology, Pasadena, Calif.
12. Hirt, C. W., and Nichols, B. D. (1981). "Volume of fluid (VOF) method for the dynamics of free boundaries." J. Comput. Phys. JCTPAH0021-9991, 39(1), 201-225. 10.1016/0021-9991(81)90145-5
13. Isaacsion, M., and Bhat, S. (1996). "Wave forces on a horizontal plate." Int. J. Offshore Polar Eng. IOPEE71053-5381, 6(1), 19-26.
14. Kaplan, P., Murray, J. J., and Yu, W. C. (1995). "Theoretical analysis of wave impact forces on platform deck structures." Proc., Int. Conf. on Offshore Mechanics and Arctic Engineering, Copenhagen, Denmark, 1(A), ASME, New York, 189-198.
15. Larsen, J., and Dancy, H. (1983)."Open boundaries in short wave simulations-A new approach." Coastal Eng. COENDE0378-3839, 7, 285-297. 10.1016/0378-3839(83)90022-4
16. Launder, B. E., and Spalding, D. B. (1974). "The numerical computation of turbulent flows." Comput. Methods Appl. Mech. Eng. CMMECC0045-7825, 3, 269-289. 10.1016/0045-7825(74)90029-2
17. NOAA. (2008). Satellite and Information Service, GEODAS Grid Translator, 〈http://www.ngdc.noaa.gov/mgg/gdas/gd_designagrid.html〉 (Aug. 1, 2008).
18. Ocean Engineering Associates (OEA). (2005). "Hurricane impact analysis and development of design criteria for the I-10 Bridges over Escambia Bay Escambia County, Florida." Final Rep. Submitted to Florida Department of Transportation, Gainesville, Fla.
19. Patarapanich, M. (1984). "Forces and moment on a horizontal plate due to wave scattering." Coastal Eng. COENDE0378-3839, 8(3), 279-301. 10.1016/0378-3839(84)90006-1
20. Tirindelli, M., Cuomo, G., Allsop, W., and McConnell, K. (2003). "Physical model studies of wave-induced loading on exposed jetties: Towards new prediction formulae." Coastal Structures 2003 - Proc., Conf., Portland, Ore., ASCE, 382-393.
21. Wang, H. (1970). "Water wave pressure on horizontal plate." J. Hydr. Div. JYCEAJ0044-796X, 96(10), 1997-2017.
22. Xiao, H., and Huang, W. (2008). "Numerical modeling of wave run-up and forces on an idealized beachfront house." Ocean Eng. OCENBQ0029-8018, 35, 106-116. 10.1016/j.oceaneng.2007.07.009