Abstract
Using an ADCIRC model with 26 coastal sea walls and assuming that not all coastal sea walls are damaged during a storm surge, we simulated the county of Yuhuan’s maximum possible inundation depth and performed a hazard assessment. Additionally, we assessed the vulnerability of Yuhuan County based on land use. Then, based on these assessments, we evaluated the overall storm surge risk for Yuhuan County. The results show that Yuhuan County can be divided into three areas. The first area includes the town of Shamen, the Damaiyu sub-district, etc., and is occupied by people and typically an active area. Although the hazard grade of a part of this area is not high, its risk grade is significant, and most areas belong to the extremely high-risk grade. The second area consists of the sea walls of Jiaomen, Puzhu, Xiaopuzhu-Xitan, Taiping, etc., and includes bare lands, farmlands, shoals, small villages and storage areas. Although the hazard grade for this area is extremely high hazard or high hazard, its risk grade is moderate risk. The third area includes the remaining area in Yuhuan County, where there is no submerged area; this area includes low-lying areas but also has two layers of sea walls. In this area, the surroundings of Xuanmen Bay are only partially used for aquaculture.
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Aerts JCJH, Botzen W, Emanuel KA, Lin N, Moel HD (2014) Evaluating flood resilience strategies for coastal megacities. Science 344(80):473–475
Atkinson GD, Holliday CR (1977) Tropical cyclone minimum sea level pressure-maximum sustained wind relationship for western north pacific. Mon Weather Rev 105:421–427
Bacopoulos P, Dally WR, Hagen SC, Cox AT (2012) Observations and simulation of winds, surge, and currents on florida’s east coast during hurricane jeanne (2004). Coast Eng 60:84–94
Bai ZG, Pei L, Yang L (2012) Hydrodynamic numerical simulation for wind farm in intertidal zone. Port Eng Technol 49(3):1–4
Balzano A (1998) Evaluation of methods for numerical simulation of wetting and drying in shallow water flow models. Costal Eng 34:83–107
BenaventeJ J, Rio LD, Gracia FJ (2006) Coastal flooding hazard related to storms and coastal evolution in Valdelagrana Spit (Cadiz Bay Natural Park, SW Spain). Cont Shelf Res 26(9):1061–1076
Byung HC, Byung M, Kyeong OK, Jin HY (2013) Wave-tide-surge coupled simulation for typhoon maemi. Chin Ocean Eng Soc 27(2):141–158
Cao YH, Zhang QH, Yan SW, Ji ZZ, Yang H (2005) Two dimensional current field analysis of Huanghua Port. China Harb Eng 3:1–4
Du BR (2012) Research of the changes of storm surge before and after construction of the coastal engineering, master thesis. South China University of Technology, Guangzhou
Duan YH, Gao QP, Zhu JR (2004) Research on probably maximum water level calculation in Changjiang Estuary. Acta Oceanol Sin 26(5):45–54
Garratt JR (1977) Review of drag coefficients over oceans and continents. Mon Weather Rev 105:915–929
Hall JW, Sayers PB, Walkden MJA, Panzeri M (2006) Impacts of climate change on coastal flood risk in England and Wales: 2030–2100. Philos Trans A Math Phys Eng Sci 364:1027–1049
Hu RF, Wang YH, Zhang H, Shan HJ (2013) Numerical simulation on probably maximum storm surge in Ningbo. J Appl Oceanogr 32:340–348
Jonkman SN (2007) Loss of life estimation in flood risk assessment, theory and applications, Ph.D. thesis. Delft University of Technology
Khanduri AC, Morrow GC (2003) Vulnerability of buildings to wind-storms and insurance loss estimation. J Wind Eng Ind Aerodyn 91(4):455–467
Kron W (2005) Flood risk = hazard · values · vulnerability. Water Int 30:58–68
Le Provost C, Lyard F, Molines JM, Genco ML, Rabilloud F (1998) A hydrodynamic ocean tide model improved by assimilating a satellite altimeter-derived data set. J Geophys Res 103(C3):5513–5529
Lee KH, Rosowsky DV (2005) Fragile assessment for roof sheathing failure in high wind regions. Eng Struct 27:857–868
Luettich RA, Westerrink JJ (2000) ADCIRC user manual: a(parallel) advanced circulation model for oceanic, coastal and estuarine waters. http://www.unc.edu/ims/adcirc
Luettich RA, Westerink JJ, Scheffner NW (1992) ADCIRC: an advanced three-dimensional circulation model for shelves, coasts, and estuaries, I: theory and methodology of ADCIRC-2DDI and ADCIRC-3DL. Technical report DRP-92-6, U.S. Army Corps of Engineers
Maskrey A (1989) Disaster mitigation:a community based approach. Oxfam, Oxford
Okada N, Tatano H, Hagihara Y (2004) Integrated research on methodological development of urbandiagnosis for disaster risk and its applications. Annuals of Disas. Prev. Res. Inst. Kyoto Unit, p 47
Scheffner NW, Mark DJ (1996) Empirical simulation technique based storm surge frequency analyses. J Waterw Port Coast Ocean Eng 122(2):93–101
Scheffner NW, Clausner JF, Militello A (1999) Use and application of the empirical simulation technique: user’s guide. US Army Corps of Engineers Engineer Research and Development Center, Washington, DC
Shi PJ (2002) Theory on disaster science and disaster dynamics. J Nat Disasters 11(3):1–9
Shook G (1997) An assessment of disaster risk and its management in Thailand. Disasters 21(1):77–88
State Oceanic Administration People’s Republic of China (2012) Guideline for risk assessment and zoning of storm surge disaster, p7
The Cabinet Office (2003) Tsunami and storm surge research association, Tokyo
UN/ISDR (2004) Living with risk: a global review of disaster reduction initiatives. United Nations Publication
United Nations Department of Humanitarian Affairs (UNDHA) (1991) Mitigating natural disasters: phenomena, effects and options: a manual for policy makers and planners. United Nations, New York, pp 1–164
Wang XN (2002) Risk analysis and calculation of storm surge. Marine forecasts. 19(4):73–76
Wu XZ, Zhang QH, Zhang N, Yang H (2005) Numerical simulation of three-dimensional velocity field in sea waters around Huanghua Harbor. Hydro Sci Eng 3:13–19
Yin QJ, Wang XN, Wu SH (1995) Probably maximum storm surge calculation in Zhenhai. Acta Oceanol Sin 17(6):21–26
Ying RF, Yang TZ (1986) Analysis of storm surge calculation and probably maximum water level in the study of flood control water level in Shanghai. Acta Oceanol Sin 7(4):423–428
Zerger A (2002) Examining GIS decision utility for natural hazard risk modeling. Environ Model Softw 17:287–294
Zerger A, Smith DI, Hunter GJ (2002) Riding the storm: a comparison of uncertainty modeling techniques for storm surge risk management. Appl Geogr 22:307–330
Zhang N (2004) 3D numerical simulation of cohesive sediment transport under winds and waves, master thesis. Tianjin University, Tianjin
Zhang YX (2015) Risk assessment method and application of typhoon storm surge on ADCIRC—A case study of Taizhou, Ph.D. thesis. Ocean University of China
Zhang JQ, Li N (2007) Quantitative methods and applications of risk assessment and management on main meteorological disasters. Beijing Normal University Press, Beijing
Zhang YX, Guo J, Che ZM (2015) Discussion on evaluating the vulnerability of storm surge hazard bearing bodies in the coastal areas of Wenzhou. Front Earth Sci 9(2):300–307
Acknowledgments
This work was supported by the SOA Marine Disaster Forecasting Technology Research Laboratory Funds (LOMF1303) and the risk assessment and storm surge zoning project in Yuhuan county funds (2013AA003). The authors would like to thank the ADCIRC Development Group for their modeling support.
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Zhang, Y., Li, T., Wang, H. et al. Storm surge risk assessment for Yuhuan County in Taizhou City. Nat Hazards 84, 1–16 (2016). https://doi.org/10.1007/s11069-016-2328-7
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DOI: https://doi.org/10.1007/s11069-016-2328-7