• DocumentCode
    2096118
  • Title

    Simulation For 2D Flows And Water Quality in Curvilinear Coordinates

  • Author

    Wei WenLi ; Rong, G.W. ; Liu, Y.L.

  • Author_Institution
    Inst. of Water Conservancy & Hydraulic Eng., Xi´´an Univ. of Technol., Xi´´an, China
  • fYear
    2010
  • fDate
    28-31 March 2010
  • Firstpage
    1
  • Lastpage
    4
  • Abstract
    This paper presents a numerical method to simulate the 2D tidal flow and water quality under the orthogonal curvilinear coordinates. In order to overcome the computational difficulties in natural rivers, such as the complicated boundary figures, the great disparity between length and width of computational domain, etc., orthogonal boundary-fitted grid is used, the irregular domain in physical plane is transformed into a rectangular domain in transformed plane, and the depth averaged momentum equations and mass equation are rewritten and discretized based on the alternating direction implicit finite difference scheme in curvilinear coordinates. Practical application of the method is illustrated by an example for the Yangtze River in the vicinity of Nanjing city. A fair agreement between the values measured and computed demonstrates the validity of the method developed.
  • Keywords
    finite difference methods; flow simulation; geophysical fluid dynamics; hydrology; rivers; water quality; 2D tidal flow simulation; China; Nanjing city; Yangtze River; depth averaged momentum equation; finite difference scheme; mass equation; orthogonal boundary-fitted grid; orthogonal curvilinear coordinates; rivers; water quality; Cities and towns; Difference equations; Finite difference methods; Grid computing; Mesh generation; Numerical simulation; Physics computing; Rivers; Water conservation; Water resources;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Power and Energy Engineering Conference (APPEEC), 2010 Asia-Pacific
  • Conference_Location
    Chengdu
  • Print_ISBN
    978-1-4244-4812-8
  • Electronic_ISBN
    978-1-4244-4813-5
  • Type

    conf

  • DOI
    10.1109/APPEEC.2010.5448533
  • Filename
    5448533