期刊文献+

Simulation of three-dimensional cohesive sediment transport in Hangzhou Bay,China 被引量:11

Simulation of three-dimensional cohesive sediment transport in Hangzhou Bay,China
下载PDF
导出
摘要 Sediment transport in the Hangzhou Bay is extremely complicated due to its bathymetry and hydrodynamic conditions. The ECOMSED model is employed to simulate three-dimensional (3-D) cohesive sediment transport in Hangzhou Bay. Dynamical factors such as Coriolis force, tides, salinity, river discharges, and waves are considered in the model. The wave parameters, including the significant wave height, period, and direction, are calculated with the SWAN model. The Grant-Madsen model is introduced for the bed shear stress due to the combined effect of waves and currents. The formulation of bed shear stress used to calculate the sink/source terms is modified based on previous research that sufficiently validated the formulation with measurement data. The integrated model of the above-mentioned models is applied to simulate sediment transport in Hangzhou Bay. The results of the simulation agree well with field observations concerning the distribution of suspended sediment, indicating that the sediments are remarkably suspended in Hangzhou Bay under the action of waves and currents. Sediment transport in the Hangzhou Bay is extremely complicated due to its bathymetry and hydrodynamic conditions. The ECOMSED model is employed to simulate three-dimensional (3-D) cohesive sediment transport in Hangzhou Bay. Dynamical factors such as Coriolis force, tides, salinity, river discharges, and waves are considered in the model. The wave parameters, including the significant wave height, period, and direction, are calculated with the SWAN model. The Grant-Madsen model is introduced for the bed shear stress due to the combined effect of waves and currents. The formulation of bed shear stress used to calculate the sink/source terms is modified based on previous research that sufficiently validated the formulation with measurement data. The integrated model of the above-mentioned models is applied to simulate sediment transport in Hangzhou Bay. The results of the simulation agree well with field observations concerning the distribution of suspended sediment, indicating that the sediments are remarkably suspended in Hangzhou Bay under the action of waves and currents.
出处 《Acta Oceanologica Sinica》 SCIE CAS CSCD 2010年第2期98-106,共9页 海洋学报(英文版)
基金 the Funds for Creative Research Groups of China under contract No. 40721004 the Sino-Dutch Program for Strategic Scientific Alliance Project under contract No. 2008DFB90240
关键词 WAVES CURRENTS suspended sediment DEPOSITION EROSION Grant-Madsen Model waves, currents, suspended sediment, deposition, erosion, Grant-Madsen Model
  • 相关文献

参考文献10

二级参考文献44

  • 1陈沈良,谷国传.杭州湾口悬沙浓度变化与模拟[J].泥沙研究,2000,25(5):45-50. 被引量:30
  • 2SHEN Huanting Institute of Esturaine and Coastal Research, East China Normal University, Shanghai, China LI Jiufa Institute of Esturaine and Coastal Research, East China Normal University, Shanghai, China ZHU Huifang Institute of Esturaine and Coastal Research, East China Normal University, Shanghai, China HAN Mingbao Institute of Esturaine and Coastal Research, East China Normal University, Shanghai, China ZHOU Fugen Department of Marine Geology, Tongji Univcrsity, Shanghai, China.TRANSPORT OF THE SUSPENDED SEDIMENT IN THE CHANGJIANG ESTUARY[J].International Journal of Sediment Research,1992,7(3):45-63. 被引量:36
  • 3Zhao Baoren Institute of Oceanology, Academia Sinica, Qingdao 266071, China.Turning mechanism problems of the Changjiang River diluted water[J].Acta Oceanologica Sinica,1992,11(3):317-329. 被引量:1
  • 4万新宁,李九发,沈焕庭.长江口外海滨悬沙分布及扩散特征[J].地理研究,2006,25(2):294-302. 被引量:18
  • 5潘玉球,黄树生.长江冲淡水输运和扩散途径的分析[J].东海海洋,1997,15(2):25-34. 被引量:30
  • 6谷国传 曹沛奎.长江口外水域悬沙分布特征[J].东海海洋,1986,4(1):10-15.
  • 7冯应俊.东海四万年来海平面变化与最低海平面.东海海洋,1983,1(2):36-42.
  • 8[1]Booij,N.,Holthuijsen,L.H.and Ris,R.C.,1996.The "SWAN" wave model for shallow water,Proc.25th Int.Conf.Coastal Engineering,Orlando,668~676.
  • 9[2]Booij,N.,Ris,R.C.and Holthuijsen,L.H.,1999.A third-generation wave model for coastal regions.1.Model description and validation,J.Geophys.Res.,104(C4):7649~7666.
  • 10[3]Moon,Il.-J.,Ginis,I.,Hara,T.,Tolman,H.L.,Wright,C.W.and Walsh ,E.J.,2003.Numerical simulation of sea surface directional wave spectra under hurricane wind forcing,J.Phys.Oceanogr.,33(8):1680~1708.

共引文献101

同被引文献105

引证文献11

二级引证文献45

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部