Advertisement

Flood and Storm Surge Computations for the Oujiang River Estuary and East China Sea Area

  • Wang ZhiLiEmail author
  • Geng YaanFeng
Conference paper

Abstract

OuJiang River estuary and WenZhou bay are located in the southeast coast of Zhejiang province, China. At OuJiang river estuary, the storm surges are usually accompanied with flood. In this paper, the one-dimensional and two-dimensional coupling flood and storm surge model of the OuJiang river estuary and East China Sea area is used to examine the flood and storm surge dynamics in the region. The one-dimensional model is used for simulating the flood of the upstream of OuJiang River, the unstructured two-dimensional finite volume model is used for simulating the storm surge. The one-dimensional model and two-dimensional model are coupling at the estuary. The storm surges caused by 199417, 199608 and 200505 typhoons are simulated and the surge elevations at the nearshore, estuary and river are compared with the field observation results, which show that the coupling model can be good simulated the flood and storm surge process.

Keywords

Storm surge Flood WenZhou Bay Coupling Model East China Sea 

Preview

Unable to display preview. Download preview PDF.

Unable to display preview. Download preview PDF.

Notes

Acknowledgements

This research was funded by the National Key Research and Development Program of China (No. 2017YFC1404200), National Natural Science Foundation of China (No. 51779150).

References

  1. Allen, J. I. and P. J. Somerfield, et al. (2007). “Quantifying uncertainty in high-resolution coupled hydrodynamic-ecosystem models,”.Journal of Marine Systems, 64 (1): 3-14.CrossRefGoogle Scholar
  2. Fujita T, (1952). “Pressure distribution within a typhoon.” Geophysical Magazine, 23(4): 437-451.Google Scholar
  3. Geng, Y.F. and Z.L. Wang (2012). “A Coastal Ocean Model of Semi-Implicit Finite Volume Unstructured Grid,” China Ocean Engineering, 26(2): 277-290.CrossRefGoogle Scholar
  4. Gong, W.P., Shen, J. (2011). “The response of salt intrusion to changes in river discharge and tidal mixing during the dry season in the Modaomen Estuary, China”. Continental Shelf Research 31:769–788.CrossRefGoogle Scholar
  5. Huang S. C., Li Y.-C., Zhao X. and Xie Y.L (2008). “Numerical analysis of storm surge due to a super typhoon in coastal region of Zhejiang Province,” The Ocean Engineering, 26(3). (In Chinese)Google Scholar
  6. Jelesnianski C.P., Chen J., and Shaffer W.A. (1992). “SLOSH: Sea, lake, and overland surges from hurricanes,” NOAA Tech. Report NWS48, 71.Google Scholar
  7. Lin K.S. (1997). “The maximum storm surge Analysis and Forecast for Wenzhou harbor,” Marine Forecasts, 14(4):59-66. (In Chinese)Google Scholar
  8. Peng, M., Xie, L. and L.J. Pietrafesa (2006). “A Numerical Study on Hurricane Induced Storm surge and Inundation in Charleston Harbor, South Carolina,” J. Geophys. Res., 111, C08017,  https://doi.org/10.1029/2004jc002755.
  9. Shen J., Zhang K.Q., Xiao C.Y. and Gong W.P. (2006). “Improved Prediction of Storm Surge Inundation with a High-Resolution Unstructured Grid Model,” Journal of Coastal Research, 22(6):1309-1319.CrossRefGoogle Scholar
  10. Slobodan,D., Dusan,P., Godfrey,A.W.(2004). “Simulation of transcritical flow in pipe/channel networks,” Journal of hydraulic engineering,ASCE, 2004,130(12):1167-1178.CrossRefGoogle Scholar
  11. Wang,Z.L., Lu Y.J. and Geng Y.F.(2010). “Derivation of Parametric Tropical Cyclone Models for Storm Surge Modeling,” China Ocean Engineering, 24(2): 245-254.Google Scholar
  12. Weisberg R. H. and Zheng L.Y. (2006). “Hurricane storm surge simulations for Tampa Bay,” Estuaries and Coasts, 29(6A): 899-913.CrossRefGoogle Scholar
  13. Yang X.J., He J.H., Lv J.J., etal (2010). “Numerical simulation on storm surge caused by extratropical cyclone in Bohai Sea, China,” Journal of Meteorology and Environment, 26(4). (In Chinese)Google Scholar
  14. Loganatham, N., Balasubramaniam, A.S. and Bergado, D.T. (1993). Deformation analysis of embankments. J. Geotech. Engrg. ASCE. 199(8):1185-1206.Google Scholar
  15. Madhav, M.r. and Miura, N. (1994). Introduction. In: Miura, N., Madahav, M.R. and Koga, K. (Editors), Lowlands, Development and Management. A.A. Balkema, Netherlands and U.S.A.:31-37.Google Scholar
  16. Moustakas, N. (1990). Relationship of morphological and physicochemical properties of Vertisols under Greek climate conditions. Ph.D. Thesis, Agricultural Univ. Athens, Greek.Google Scholar

Copyright information

© Springer Nature Singapore Pte Ltd. 2020

Authors and Affiliations

  1. 1.State Key Laboratory of Hydrology-Water Resources and Hydraulic EngineeringNanjing Hydraulic Research InstituteNanjing CityChina
  2. 2.Transportation CollegeSoutheast UniversityNanjing CityChina

Personalised recommendations