Chapter
Apr 26, 2012
Aspects of Coupled Hydrologic-Hydrodynamic Modeling for Coastal Flood Inundation
Authors: E. Tromble, R. Kolar, K. Dresback, Y. Hong, B. Vieux, R. Luettich, J. Gourley, K. Kelleher, and S. Van CootenAuthor Affiliations
Publication: Estuarine and Coastal Modeling (2009)
Abstract
The hydrodynamic model ADCIRC has been used extensively to model hurricane storm surge inundation. ADCIRC utilizes an unstructured triangular mesh that allows sufficient resolution of important features and has been coupled to STWAVE or SWAN to account for wind waves. However, river inflows applied to ADCIRC are usually constant values representative of flow rates during landfall. This may be adequate for systems producing flooding dominated by storm surge, but some systems cause significant precipitation-induced flooding as well as surge, e.g. Hurricane Floyd produced only 3 meters of storm surge, but precipitation resulted in over 500-year flood levels on the lower Tar River. Current NOAA and DBS projects seek to produce holistic coastal flood inundation modeling by coupling hydrologic models, HL-RDHM and Vflo, to ADCIRC. Results from an idealized study show routing using a dynamic wave approximation for the momentum equation is necessary to accurately handle backwater effects; kinematic wave approximation routing should only be used upstream of backwater effects. The initial target area is the Tar and Neuse River region of coastal North Carolina. Preliminary application of ADCIRC, to a domain that includes major rivers in this area subject to backwater effects, forced with a discharge hydrograph at the upstream boundary produces promising results.
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© 2010 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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E. Tromble
School of Civil Engineering and Environmental Science and Center for Natural Hazards & Disaster Research, University of Oklahoma, Norman, OK, 73019, U.S.A.
R. Kolar
School of Civil Engineering and Environmental Science and Center for Natural Hazards & Disaster Research, University of Oklahoma, Norman, OK, 73019, U.S.A.
K. Dresback
School of Civil Engineering and Environmental Science and Center for Natural Hazards & Disaster Research, University of Oklahoma, Norman, OK, 73019, U.S.A.
Y. Hong
School of Civil Engineering and Environmental Science and Center for Natural Hazards & Disaster Research, University of Oklahoma, Norman, OK, 73019, U.S.A.
B. Vieux
School of Civil Engineering and Environmental Science and Center for Natural Hazards & Disaster Research, University of Oklahoma, Norman, OK, 73019, U.S.A.
R. Luettich
University of North Carolina at Chapel Hill, Institute of Marine Sciences, Morehead City, North Carolina, 28557, U.S.A.
J. Gourley
NOAA/National Severe Storms Laboratory, Norman, Oklahoma, 73072, U.S.A.
K. Kelleher
NOAA/National Severe Storms Laboratory, Norman, Oklahoma, 73072, U.S.A.
S. Van Cooten
OU CIMMS-NOAA/National Severe Storms Laboratory, Norman, Oklahoma, 73072, U.S.A
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