BAI Yuchuan, WEN Zhichao, XU Haijue, LIAO Shizhi, CAO Yonggang, XIA Huayong. Problems and Improved Methods of 3D Ocean Hydrodynamic Calculation With the σ Coordinate Transformation[J]. Applied Mathematics and Mechanics, 2019, 40(8): 840-855. doi: 10.21656/1000-0887.390344
Citation: BAI Yuchuan, WEN Zhichao, XU Haijue, LIAO Shizhi, CAO Yonggang, XIA Huayong. Problems and Improved Methods of 3D Ocean Hydrodynamic Calculation With the σ Coordinate Transformation[J]. Applied Mathematics and Mechanics, 2019, 40(8): 840-855. doi: 10.21656/1000-0887.390344

Problems and Improved Methods of 3D Ocean Hydrodynamic Calculation With the σ Coordinate Transformation

doi: 10.21656/1000-0887.390344
Funds:  The National Natural Science Foundation of China(41576093);The National Key R&D Program of China(2018YFC0407505)
  • Received Date: 2018-12-05
  • Rev Recd Date: 2019-01-05
  • Publish Date: 2019-08-01
  • The 3D hydrodynamic model plays an important role in accurate simulation of the physical characteristics of the ocean. The complex highorder terms are discarded in the traditional σ coordinate transformation due to the limitation of the computer ability, which causes certain errors or calculation distortions for actual complex terrains (or water depth variations). Therefore, the existent σ coordinate 3D hydrodynamic model was modified in order to meet the needs for highprecision calculation results. In the improved model, the complex highorder terms related to the flow velocity, the water level and the terrain introduced through the σ coordinate transformation were comprehensively considered. The specific interpolation function and the combination of the FEM and the FDM were used to solve the complete 3D shallow water model equations in the σ coordinate system. Compared with the existent model, the improved model has a wider range of applications for changes in the bottom slope, the water depth and the tidal amplitude, which could improve the simulation of the vertical flow distribution characteristics under complex water depth changes and promote the accuracy of the calculation results. The calculation error can be kept in a small range in the improved model under some extreme water conditions (with a tidal amplitude to water depth ratio greater than 0.15), and the improved model can reach a steady state in a short time.
  • loading
  • [1]
    PHILIPS N A. A coordinate system having some special advantages for numerical forecasting[J]. Journal of Atmospheric Sciences,1957,14(2): 184-185.
    [2]
    窦振兴, 杨连武, OZER J. 渤海三维潮流数值模拟[J]. 海洋学报, 1993,15(5): 1-15.(DOU Zhenxing, YANG Lianwu, OZER J. Numerical simulation of three dimensional tidal current in Bohai Sea[J]. Acta Oceanologica Sinica,1993,15(5): 1-15.(in Chinese))
    [3]
    白玉川. 海岸三维潮流数学模型的研究及应用[J]. 海洋学报, 1998,20(6): 87-100.(BAI Yuchuan. Research on three-dimensional tide current mathematical model of coast and its application[J]. Acta Oceanologica Sinica,1998,20(6): 87-100.(in Chinese))
    [4]
    白玉川, 于天一. 分步分层拟三维水流数学模型及其在廉州湾潮流计算中的应用[J]. 海洋学报, 1998,20(5): 126-135.(BAI Yuchuan, YU Tianyi. Split step and layered quasi-three-dimensional mathematical model of flow and its application to tide current calculation in the Lianzhou Bay[J]. Acta Oceanologica Sinica,1998,20(5): 126-135.(in Chinese))
    [5]
    陈虹, 李大鸣. 三维潮流泥沙运动的一种数值模拟[J]. 天津大学学报(自然科学与工程技术版), 1999,32(5): 573-579.(CHEN Hong, LI Daming. 3D numerical simulation of tidal current and sediment transportation[J]. Journal of Tianjin University (Science and Technology),1999,32(5): 573-579.(in Chinese))
    [6]
    BAI Yuchuan, WANG Zhaoyin, SHEN Huanting. Three-dimensional modelling of sediment transport and the effects of dredging in the Haihe Estuary[J]. Estuarine Coastal & Shelf Science,2003,56(1): 175-186.
    [7]
    汪守东, 沈永明. 三维对流扩散方程的三种高精度分裂格式[J]. 应用数学和力学, 2005,26(8): 921-928.(WANG Shoudong, SHEN Yongming. Three high-order splitting schemes for the 3D transport equation[J]. Applied Mathematics and Mechanics,2005,26(8): 921-928.(in Chinese))
    [8]
    郝嘉凌, 宋志尧, 严以新, 等. 河口海岸潮流速分布模式研究[J]. 泥沙研究, 2007(4): 34-41.(HAO Jialing, SONG Zhiyao, YAN Yixin, et al. Study on the tidal velocity profile in the estuarine and coastal areas[J]. Journal of Sediment Research,2007(4): 34-41.(in Chinese))
    [9]
    WARNER J C, SHERWOOD C R, SIGNELL R P, et al. Development of a three-dimensional, regional, coupled wave, current, and sediment-transport model[J]. Computers & Geosciences,2008,34(10): 1284-1306.
    [10]
    LIU Z W, CHEN Y C, LI L, et al. Sigma-coordinate numerical model for side-discharge into natural rivers[J].Journal of Hydrodynamics,2009,21(3): 333-340.
    [11]
    于守兵, 王万战, 余欣. 基于非结构网格的三维浅水模型[J]. 河海大学学报(自然科学版), 2011,39(2): 195-200.(YU Shoubing, WANG Wanzhan, YU Xin. 3-D shallow water model based on unstructured grids[J]. Journal of Hohai University (Natural Sciences),2011,39(2): 195-200.(in Chinese))
    [12]
    田勇. 湖泊三维水动力水质模型研究与应用[D]. 博士学位论文. 武汉: 华中科技大学, 2012.(TIAN Yong. Development and application of a three dimensional hydrodynamic and water quality lake model[D]. PhD Thesis. Wuhan: Huazhong University of Science and Technology, 2012.(in Chinese))
    [13]
    吴毓儒. 长江口深水航道三维水动力与盐度数值模拟研究[D]. 硕士学位论文. 天津: 天津大学, 2013.(WU Yuru. Three-dimensional numerical simulation of hydrodynamics and salinity in the Changjiang Estuary deepwater channel[D]. Master Thesis. Tianjin: Tianjin University, 2013.(in Chinese))
    [14]
    赵旭东, 梁书秀, 孙昭晨, 等. 基于GPU并行算法的水动力数学模型建立及其效率分析[J]. 大连理工大学学报, 2014,54(2): 204-209.(ZHAO Xudong, LIANG Shuxiu, SUN Zhaochen, et al. Foundation and analysis of computational efficiency for hydrodynamic model based on GPU parallel algorithm[J]. Journal of Dalian University of Technology,2014,54(2): 204-209.(in Chinese))
    [15]
    李大鸣, 张弘强, 卜世龙, 等. 潮流发电试验场水动力特性数学模型研究[J]. 水力发电学报, 2017,36(12): 105-120.(LI Daming, ZHANG Hongqiang, BU Shilong, et al. Mathematical modeling of hydrodynamic characteristics of tidal power generation test field[J]. Journal of Hydroelectric Engineering,2017,36(12): 105-120.(in Chinese))
    [16]
    黄牧涛, 田勇. 湖泊三维流场数值模拟及其在东湖的应用[J]. 水动力学研究与进展, 2014,29(1): 114-124.(HUANG Mutao, TIAN Yong. Three-dimensional lake hydrodynamic numerical modeling and its application to Lake Donghu[J].Chinese Journal of Hydrodynamics,2014,29(1): 114-124.(in Chinese))
    [17]
    白玉川, 顾元棪, 邢焕政. 水流泥沙水质数学模型理论及应用[M]. 天津: 天津大学出版社, 2005.(BAI Yuchuan, GU Yuanyan, XING Huanzheng. Theory and Application of Mathematical Model for Water Flow Sediment and Quality [M]. Tianjin: Tianjin University Press, 2005.(in Chinese))
    [18]
    IPPEN A T. Estuary and Coastline Hydrodynamics [M]. New York: Mcgraw-Hill Book Co, 1966.
    [19]
    汪亚平, 高抒, 贾建军. 海底边界层水流结构及底移质搬运研究进展[J]. 海洋地质与第四纪地质, 2000,20(3): 101-106.(WANG Yaping, GAO Shu, JIA Jianjun. Flow structure in the marine boundary layer and bedload transport: a review[J]. Marine Geology and Quaternary Geology,2000,20(3): 101-106.(in Chinese))
    [20]
    邹志利. 海岸动力学[M]. 北京: 人民交通出版社, 2009.(ZOU Zhili. Coastal Hydrodynamics [M]. Beijing: China Communication Publication, 2009.(in Chinese))
    [21]
    SOULSBY R L. Dynamics of Marine Sands [M]. Thomas Thelford, 1998.
    [22]
    KIRKGZ M S. Turbulent velocity profiles for smooth and rough open channel flow[J]. Journal of Hydraulic Engineering,1989,115(11): 1543-1561.
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (1836) PDF downloads(499) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return