An integrated model for three-dimensional cohesive sediment transport in storm event and its application on Lianyungang Harbor, China

详细信息    查看全文

• 作者：Xiaochen Yang (1)
  Qinghe Zhang (2)
  Jinfeng Zhang (2)
  Feng Tan (2)
  Yuru Wu (2)
  Na Zhang (3)
  Hua Yang (3)
  Qixiu Pang (3)
  
  1. Research Institute of Water Resources and Hydropower ; Liaoning Province ; Shenyang ; 110003 ; Liaoning Province ; China
  2. State Key Laboratory of Hydraulic Engineering Simulation and Safety ; Tianjin University ; 300072 ; Tianjin ; China
  3. Key Laboratory of Engineering Sediment ; Ministry of Transport ; Tianjin Research Institute of Water Transport Engineering ; 300456 ; Tianjin ; China
  
• 关键词：Storm ; Integrated model ; WRF ; SWAN ; FVCOM ; Cohesive sediment transport
• 刊名：Ocean Dynamics
• 出版年：2015
• 出版时间：March 2015
• 年：2015
• 卷：65
• 期：3
• 页码：395-417
• 全文大小：5,645 KB
• 参考文献：1. Ariathurai, R, Arulanandan, K (1978) Erosion rates of cohesive soils. J Hydraul Div 104: pp. 279-283
  2. Booij, N, Ris, RC, Holthuijsen, LH (1999) A third-generation wave model for coastal regions. Part I: model description and validation. J Geophys Res 104: pp. 7649-7666 CrossRef
  3. Burchard, H (2002) Applied turbulence modeling in marine waters. Springer, Berlin
  4. Chen, DC, Yu, ZY, Jin, L, Zhang, QS (1994) Hydrodynamic characteristics, sediments and environment problems on the muddy coast in the construction of Lianyungang deep water harbor. J East China Normal Univ (Natural Science) 4: pp. 77-84
  5. Chen, CS, Liu, HD, Beardsley, RC (2003) An unstructured grid, finite-volume, three-dimensional, primitive equation ocean model: application to coastal ocean and estuaries. J Atmos Ocean Technol 20: pp. 159-186 CrossRef
  6. Chen, CS, Zhu, JR, Zheng, LY, Ralph, E, Budd, JW (2004) A non-orthogonal primitive equation coastal ocean circulation model: application to Lake Superior. J Great Lakes Res 30: pp. 41-54 CrossRef
  7. Chen, XJ, Huang, H, Chen, ZY, Wang, XZ (2010) A numerical simulation study on Typhoon Manyi spiral bands. Meteorol Disaster Reduction Res 33: pp. 9-15
  8. Dankers, PJT, Winterwerp, JC (2007) Hindered settling of mud flocs: theory and validation. Cont Shelf Res 27: pp. 1893-1907 CrossRef
  9. Fan, EM, Chen, SL, Zhang, GA (2009) The hydrological and sediment characteristics in Lianyungang coastal waters. World Sci-tech R & D 31: pp. 703-707
  10. Gong, WP, Shen, J (2009) Response of sediment dynamics in the York River Estuary, USA to tropical cyclone Isabel of 2003. Estuarine, Coastal and Shelf Sci 84: pp. 61-74 CrossRef
  11. Gu, JF, Xiao, QN, Kuo, YH, Barker, DM, Xue, JS, Ma, XX (2005) Assimilation and simulation of Typhoon Rusa (2002) using the WRF system. Adv Atmos Sci 22: pp. 425-427
  12. Hamrick JM (1992) A three-dimensional environmental fluid dynamics computer code: theorical and computational aspect. Special report No. 317 in Applied Marine Science and Ocean Engineering
  13. Holland, GJ (1980) An analytic model of the wind and pressure profiles in hurricanes. Mon Weather Rev 108: pp. 1212-1218 CrossRef
  14. Huang, JW (1989) An experimental study of the scouring and settling properties of cohesive sediment. Ocean Eng 7: pp. 61-70
  15. Laprise, R (1992) The Euler equations of motion with hydrostatic pressure as independent variable. Mon Weather Rev 120: pp. 197-207 CrossRef
  16. Li, MG, Zheng, JY (2007) Introduction to Chinatide software for tide prediction in China seas. J Waterway Harbor 28: pp. 65-68
  17. Liu, XH, Huang, WR (2009) Modeling sediment resuspension and transport induced by storm wind in Apalachicola Bay, USA. Environ Model Softw 24: pp. 1302-1313 CrossRef
  18. Mellor, GL (2003) The three-dimensional current and surface wave equations. J Phys Oceanogr 33: pp. 1978-1989 CrossRef
  19. Mellor, GL (2005) Some consequences of the three-dimensional current and surface wave equations. J Phys Oceanogr 35: pp. 2291-2298 CrossRef
  20. Mellor, GL, Blumberg, A (2004) Wave breaking and ocean surface layer thermal response. J Phys Oceanogr 34: pp. 693-698 CrossRef
  21. Mellor, GL, Yamada, T (1982) Development of a turbulence closure model for geophysical fluid problems. Rev Geophys 20: pp. 851-875 CrossRef
  22. Mitchener, H, Torfs, H, Whitehouse, RJS (1996) Erosion of mud/sand mixtures. Coast Eng 29: pp. 1-25 CrossRef
  23. Neves, (2003) Mohid description. Technical University of Lisbon, Portugal
  24. Olabarrieta, M, Warner, JC, Armstrong, B, Zambon, JB, He, R (2012) Ocean鈥揳tmosphere dynamics during Hurricane Ida and Nor鈥橧da: an application of the coupled ocean鈥揳tmosphere鈥搘ave鈥搒ediment transport (COAWST) modeling system. Ocean Model 43鈥?4: pp. 112-137 CrossRef
  25. Rosenfeld, D, Khain, A, Lynn, B, Woodley, W (2007) Simulation of hurricane response to suppression of warm rain by sub-micron aerosols. Atmos Chem Phys Discuss 7: pp. 5647-5674 CrossRef
  26. Sanford, LP (2008) Modeling a dynamically varying mixed sediment bed with erosion, deposition, bioturbation, consolidation, and armoring. Comput Geosci 34: pp. 1263-1283 CrossRef
  27. Shi, Z, Zhou, HJ (2004) Controls on effective settling velocities of mud flocs in the Changjiang Estuary, China. Hydrolog Process 18: pp. 2877-2892 CrossRef
  28. Skamarock WC, Klemp JB, Dudhia J, Gill DO, Barker DM, Duda MG, Huang XY, Wang W, Powers JG (2008) A Description of the advanced research WRF version 3 / . NCAR Technical Note NCAR/TN-475+STR
  29. Smagorinsky, J (1963) General circulation experiments with the primitive equations I. The basic experiment. Mon Weather Rev 91: pp. 99-164 CrossRef
  30. Styles, R, Glenn, SM (2000) Modeling stratified wave and current bottom boundary layers on the continental shelf. J Geophys Res 105: pp. 24119-24139 CrossRef
  31. Svendsen, IA (1984) Wave heights and set-up in a surf zone. Coast Eng 8: pp. 303-329 CrossRef
  32. Thorn, MFC (1981) Physical processes of siltation in tidal channels. Proc Hydraulic Modeling of Maritime Engineering Problems, Institution of Civil Engineers, London
  33. van Rijn LC (1987) Mathematical modeling of morphological processes in the case of suspended sediment transport. Communication No. 382, Delft Hydraulic Laboratory, Delft, the Netherlands
  34. Rijn, LC (2007) Unified view of sediment transport by current and waves II: suspended transport. J Hydraul Eng 133: pp. 668-689 CrossRef
  35. Vinzon, SB, Mehta, AJ (2003) Lutoclines in high concentration estuaries: Some observations at the mouth of the Amazon. J Coastal Res 19: pp. 243-253
  36. Wang, BC, Yu, ZY, Liu, CY, Jin, QX (1980) The change of coasts and beaches and the movement of longshore sediments of Haizhou Bay. Acta Oceanol Sin 2: pp. 79-96
  37. Wang W, Bruy猫re C, Duda M, Dudhia J, Gill D, Lin HC, Michalakes J, Rizvi S, Zhang X (2011) ARW version 3 modeling system user鈥檚 guide. Mesoscale and Microscale Meteorology Division, National Center for Atmosphere Research
  38. Warner, JC, Butman, B, Dalyander, PS (2008) Storm-driven sediment transport in Massachusetts Bay. Cont Shelf Res 28: pp. 257-282 CrossRef
  39. Warner, JC, Sherwood, CR, Signell, RP, Harris, CK, Arango, HG (2008) Development of a three-dimensional, regional, coupled wave, current, and sediment-transport model. Comput Geosci 34: pp. 1284-1306 CrossRef
  40. Warner, JC, Armstrong, B, He, R, Zambon, JB (2010) Development of a coupled ocean-atmosphere-wave-sediment transport (COAWST) modeling system. Ocean Modeling 35: pp. 230-244 CrossRef
  41. Xie, MX, Zhang, W, Guo, WJ (2010) A validation concept for cohesive sediment transport model and application on Lianyungang Harbor, China. Coast Eng 57: pp. 585-596 CrossRef
  42. Yu L (2010) The three-dimensional numerical model of storm surge of Bohai Bay incorporating wave-current coupling. Master thesis, Tianjin University, Tianjin, China, 74pp (in Chinese)
  43. Zhang N (2004) 3D numerical simulation of cohesive sediment transport under winds and waves. Master thesis, Tianjin University, Tianjin, China, 61pp (in Chinese)
  44. Zhao Q (2008) Modeling cohesive sediment siltation in a storm event using an integrated three-dimensional model. 31th International Conference on Coastal Engineering (ICCE2008), pp 2842鈥?851
  45. Zijlema, M (2010) Computation of wind-wave spectra in coastal waters with SWAN on unstructured grids. Coast Eng 57: pp. 267-277 CrossRef
  
• 刊物类别：Earth and Environmental Science
• 刊物主题：Earth sciences
  Oceanography
  Geophysics and Geodesy
  Meteorology and Climatology
  Fluids
  Structural Foundations and Hydraulic Engineering
  
• 出版者：Springer Berlin / Heidelberg
• ISSN：1616-7228

文摘

Prediction of cohesive sediment transport in storm process is important for both navigation safety and environment of the coastal zone. The difficulties to simulate cohesive sediment transport for a small-scale area such as around a harbor during storm events mainly include the low spatial resolution of the present reanalysis atmosphere forcing, the complex hydrodynamic and sediment transport processes, and their interactions. In this paper, an integrated atmosphere-wave-3D hydrodynamic and cohesive sediment transport model with unstructured grid, which is comprised of the Weather Research and Forecasting (WRF) model, Simulating WAves Nearshore (SWAN) model, and Finite-Volume Coastal Ocean Model (FVCOM), was developed to solve the abovementioned problems. For cohesive sediment, the flocculation and hindered settling were included, and a self-weight consolidation processes was introduced to the existing FVCOM. Interactions between components were considered by providing data fields to each other in an offline manner. The integrated model was applied to simulate cohesive sediment transport around Lianyungang Harbor, China, during Typhoon Wipha in 2007. Results identify that the atmosphere model WRF performed better in the simulation of wind field during typhoon process compared with QuikSCAT/National Centers for Environmental Prediction (QSCAT/NCEP) data. Simulation of wave model was directly affected by wind results as wave vector field driven by WRF wind field showed anticlockwise vortex while waves driven by QSCAT/NCEP wind field did not. The influence of water elevation and flow field on waves was great at the nearshore area. However, the effect of wave on current was not apparent, while the wind field played a more important role, especially on the current velocity. The cohesive sediment transport was greatly affected by wave due to the combined wave-current-induced shear stress. In general, simulation results of wind, wave, current, and sediment showed reasonable agreement with measured data. It is demonstrated that the integrated model developed in the paper is capable of providing high-resolution atmosphere data for other components, reproducing the complex hydrodynamics and cohesive sediment transport processes and taking account of the interaction between components. The integrated model is necessary for simulating the cohesive sediment transport in a small-scale area during storm events.