Technical Papers
Jun 9, 2017

Application of the Nearshore Wave Model STWAVE to the North Atlantic Coast Comprehensive Study

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 143, Issue 5

Abstract

The U.S. Army Corps of Engineers (USACE) recently completed a detailed study to address the coastal storm and flood risk to vulnerable population, property, ecosystems, and infrastructure affected by Hurricane Sandy. One component of the North Atlantic Coast Comprehensive Study (NACCS) used a suite of high-fidelity numerical models to produce nearshore water level and wave estimates for the North Atlantic coast. Nearshore wave transformation for the NACCS was accomplished using the wave model Steady-State Spectral Wave (STWAVE). To represent rigorously the underlying physical processes of the modeled storm events, tight two-way coupling between an advanced circulation model and STWAVE was facilitated with a modeling system for coastal storms. Seven historical storm events, two extratropical and five tropical storms, were selected for evaluation of the STWAVE model. The storms selected were Hurricane Gloria (1985), extratropical 070 (January 1996), extratropical 073 (December 1996), Tropical Storm Josephine (1996), Hurricane Isabel (2003), Hurricane Irene (2011), and Hurricane Sandy (2012). Mining numerous data sources identified 30 buoys within the STWAVE domain. STWAVE results were compared to the existing measurements using both graphical and statistical methods, resulting in one of the most comprehensive nearshore wave model assessments to date. The performance of STWAVE improved significantly with more recent storms, particularly for Irene and Sandy. This improvement is likely the result of a combination of factors, such as, but not limited to, more accurate wind and offshore forcing, advancements in buoy technology, and a large measurement population.

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Acknowledgments

The authors acknowledge and thank the other members of the NACCS numerical modeling production team, all members of the USACE Engineer Research and Development Center’s Coastal & Hydraulics Laboratory: Norberto Nadal-Caraballo, Alan Cialone, Alison Sleath-Grzegorzewski, Brittany Gunkel, Chris Massey, Jeff Melby, Tate McAlpin, Kim Pevey, and Jay Ratcliff. The authors also thank Lynn Bocamazo of USACE New York District.

References

Alves, J.-H. G. M., Stripling, S., Chawla, A., Tolman, H., and Van der Westhuysen, A. (2015). “Operational wave guidance at the U.S. National Weather Service during tropical/post-tropical Storm Sandy, October 2012.” Mon. Weather Rev., 143(5), 1687–1702.
Bender, C., Smith, J. M., Kennedy, A., and Jensen, R. (2013). “STWAVE simulation of Hurricane Ike: Model results and comparison to data.” Coastal Eng., 73, 58–70.
Bunya, S., et al. (2010). “A high-resolution coupled riverine flow, tide, wind, wind wave, and storm surge model for Southern Louisiana and Mississippi. Part I: Model development and validation.” Mon. Weather Rev., 138(Feb), 345–377.
Chow, V. T. (1959). Open channel hydraulics, McGraw-Hill, New York.
Cialone, M. A., et al. (2015). “North Atlantic Coast Comprehensive Study (NACCS) coastal storm model simulations: Waves and water levels.” ERDC/CHL TR-15-14, U.S. Army Engineer Research and Development Center, Vicksburg, MS.
Cialone, M. A., Grzegorzewski, A. S., Mark, D. J., Bryant, M. A., and Massey, T. C. (2017). “Coastal-storm model development and water-level validation for the North Atlantic Coast Comprehensive Study.” J. Waterway, Port, Coastal, Ocean Eng., in press.
Dietrich, J. C., et al. (2010). “A high-resolution coupled riverine, flow, tide, wind, wind wave, and storm surge model for Southern Louisiana and Mississippi. Part II: Synoptic description and analysis of Hurricanes Katrina and Rita.” Mon. Weather Rev., 138(2), 378–404.
Dietrich, J. C., et al. (2011). “Hurricane Gustav (2008) waves and storm surge: Hindcast, synoptic analysis, and validation in Southern Louisiana.” Mon. Weather Rev., 139(8), 2488–2522.
Dietrich, J. C., et al. (2012). “Performance of the unstructured-Mesh, SWAN+ADCIRC model in computing hurricane waves and surge.” J. Sci. Comput., 52(2), 468–497.
FEMA. (2014). Region II storm surge project: Model calibration and validation, Washington, DC.
FEMA/USACE (FEMA/U.S. Army Corps of Engineers). (2008). Flood insurance study: Southeastern parishes, Louisiana, intermediate submission 2: Offshore water levels and waves, Washington, DC.
Hanson, J., Wadman, H., Blanton, B., and Robert, H. (2013). “FEMA Region III storm surge study, coastal storm surge analysis: Modeling and system validation.” ERDC/CHL TR-11-1, U.S. Army Engineer Research and Development Center, Vicksburg, MS.
Hasselmann, K., et al. (1973). “Measurements of wind-wave growth and swell decay during the Joint North Sea Wave Project (JONSWAP).” Dtsch. Hydrogr. Z., Suppl. A, 8(12), 1–95.
Hesser, T. J., Cialone, M. A., and Anderson, M. E. (2013). “Lake St. Clair: Storm wave and water level modeling.” ERDC/CHL TR-13-5, Great Lakes Coastal Flood Study, 2012 Federal Inter-Agency Initiative, U.S. Army Engineer Research and Development Center, Vicksburg, MS.
Holthuijsen, L. H. (2007). Waves in ocean and coastal waters, Cambridge University Press, Cambridge, U.K.
Hope, M. E., et al. (2013). “Hindcast and validation of Hurricane Ike (2008) waves, forerunner, and storm surge.” J. Geophys. Res. Oceans, 118(9), 4424–4460.
Jensen, R. E., Cialone, A., Smith, J. M., Bryant, M. A., and Hesser, T. J. (2016). “Regional wave modeling and evaluation for the North Atlantic Coast Comprehensive Study.” J. Waterway, Port, Coastal, Ocean Eng., B4016001.
Jensen, R. E., Cialone, M. A., Chapman, R. S., Ebersole, B. A., Anderson, M. E, and Thomas, L. (2012). “Lake Michigan storm: Wave and water level modeling.” ERDC/CHL TR-12-26, Great Lakes Coastal Flood Study, 2012 Federal Inter-Agency Initiative, U.S. Army Engineer Research and Development Center, Vicksburg, MS.
Komen, G. J., Cavaleri, L., Donelan, M., Hasselmann, K., Hasselmann, S., and Janssen, P. A. E. M. (1994). “Dynamics and modeling of ocean waves.” Cambridge University Press, New York, 532.
Luettich, R. A., Westerink, J. J., and Scheffner, N. W. (1992). “ADCIRC: An advanced three-dimensional circulation model for shelves, coasts and estuaries.” Technical Rep. DPR-92-6, U.S. Army Waterways Experiment Station, Vicksburg, MS.
Massey, T. C., Anderson, M. E., Smith, J. M., Gomez, J., and Jones, R. (2011a). “STWAVE: Steady-state spectral wave model user’s manual for STWAVE, Version 6.0.” ERDC/CHL SR-11-1, U.S. Army Engineer Research and Development Center, Vicksburg, MS.
Massey, T. C., Ratcliff, J. J., and Cialone, M. A. (2015). “North Atlantic Coast Comprehensive Study (NACCS) storm simulation and statistical analysis. Part II: High performance semi-automated production system.” Proc., of Coastal Sediments, P. Wang, J. Rosati, and J. Cheng, eds., World Scientific, Hackensack, NJ.
Massey, T. C., Wamsley, T. V., and Cialone, M. A. (2011b). “Coastal storm modeling–system integration.” Proc., 2011 Solutions to Coastal Disasters Conf., ASCE, Reston, VA, 99–108.
Melby, J. A., and Green, D. (2015). “Coastal hazards system.” Coastal hazards system (CHS), Web tool—User guide, U.S. Army Engineer Research and Development Center, Vicksburg, MS. 〈https://chswebtool.erdc.dren.mil/Content/CHSUsersGuide.pdf#view=fit〉 (Sep. 15, 2016).
Nadal-Caraballo, N. C., Melby, J. A., Gonzalez, V. M., and Cox, A. T. (2015). “Coastal storm hazards from Virginia to Maine.” ERDC/CHL TR-15-5, U.S. Army Engineer Research and Development Center, Vicksburg, MS.
NCEC (National Centers for Environmental Information). (2015). “Billion-dollar weather and climate disasters: Table of events.” 〈http://www.ncdc.noaa.gov/billions/events〉 (Oct. 11, 2015).
Resio, D. T. (1987). “Shallow-water waves. I: Theory.” J. Waterway, Port, Coastal, Ocean Eng., 264–281.
Resio, D. T. (1988). “Shallow-water waves. II: Data comparisons.” J. Waterway, Port, Coastal, Ocean Eng., 50–65.
Resio, D. T., and Perrie, W. (1989). “Implications of an ƒ−4 equilibrium range for wind-generated waves.” J. Phys. Oceanogr., 19(2), 193–204.
Sheng, Y. P. (1987). “On modeling three-dimensional estuarine and marine hydrodynamics.” Three-dimensional models of marine and estuarine dynamics, B. M. Jamart, ed., Elsevier, New York, 35–54.
Sheng, Y. P. (1990). “Evolution of a three-dimensional curvilinear-grid hydrodynamic model for estuaries, lakes and coastal waters: CH3D.” Estuarine and coastal modeling 1990, M. L. Spaulding, ed., ASCE, Reston, VA, 40–49.
Sheng, Y. P., Alymov, V., Paramygin, V., and, Davis, J. R. (2006). “An integrated modeling system for forecasting of storm surge and coastal inundation.” Estuarine and coastal modeling IX, M. L. Spaulding, ed., ASCE, Reston, VA, 585–602.
Sheng, Y. P., Alymov, V., and Paramygin, V. A. (2010). “Simulation of storm surge, wave, currents, and inundation in the Outer Banks and Chesapeake Bay during Hurricane Isabel in 2003: The importance of waves.” J. Geophys. Res. Oceans, 115(Apr), C04008.
Smith, J. M. (2007). “Full-plane STWAVE with bottom friction: II. Model overview.” ERDC/CHL CHETN-I-75, U.S. Army Engineer Research and Development Center, Vicksburg, MS.
Smith, J. M., Resio, D. T., and Vincent, C. L. (1997). “Current-induced breaking at an idealized inlet.” Proc., of Coastal Dynamics 1997, ACSE, Reston, VA, 993–1002.
Smith, J. M., Sherlock, A. R., and Resio, D. T. (2001). “STWAVE: Steady-state spectral wave model user’s manual for STWAVE, Version 3.0.” ERDC/CHL SR-01-1, U.S. Army Engineer Research and Development Center, Vicksburg, MS.
SWAN Team. (2004). SWAN scientific and technical documentation: SWAN Cycle III version 41.01, Delft Univ. of Technology, Delft, Netherlands.
Taylor, K. E. (2001). “Summarizing multiple aspects of model performance in a single diagram.” J. Geophys. Res. Atmos., 106(D7), 7183–7192.
Tolman, H. L. (2014). User manual and system documentation of WAVEWATCH III version 4.18, NOAA/NWS/NCEP/MMAB Technical Note 316, U. S. Dept. of Commerce, NOAA/NWS/NCEP/MMAB, Camp Springs, MD, 194.
USACE (U.S. Army Corps of Engineers). (2006). “Performance evaluation of the New Orleans and Southeast Louisiana hurricane protection system.” Final Rep. of the Interagency Performance Evaluation (IPET) Task Force, Vol. 1–9, Washington, DC.
USACE (U.S. Army Corps of Engineers). (2015). “North Atlantic Coast Comprehensive Study: Resilient adaptation to increasing risk.” Main Rep., Washington, DC.
Van der Westhuysen, A. J., et al. (2013). “Development and validation of the Nearshore Wave Prediction System.” Proc., 93rd American Meteorological Society Annual Meeting, American Meteorology Society, Boston.
Willmott, C. J., et al. (1985). “Statistics for evaluation and comparison of models.” J. Geophys. Res. Oceans, 90(C5), 8995–9005.

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Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 143Issue 5September 2017

History

Received: Feb 2, 2015
Accepted: Mar 1, 2017
Published online: Jun 9, 2017
Published in print: Sep 1, 2017
Discussion open until: Nov 9, 2017

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Authors

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Mary A. Bryant, M.ASCE [email protected]
Research Hydraulic Engineer, Coastal and Hydraulics Laboratory, U.S. Army Engineer Research and Development Center, 3909 Halls Ferry Rd., Vicksburg, MS 39180 (corresponding author). E-mail: [email protected]
Robert E. Jensen [email protected]
Research Hydraulic Engineer, Coastal and Hydraulics Laboratory, U.S. Army Engineer Research and Development Center, 3909 Halls Ferry Rd., Vicksburg, MS 39180. E-mail: [email protected]

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