• DocumentCode
    2956169
  • Title

    Discharge Error Analysis of Check Gate Combined with Inverted Siphon in a Canal Simulation System

  • Author

    Yan, Yibo ; Liu, Guoqiang ; Wang, Changde ; Guan, Guanghua

  • Author_Institution
    State Key Lab. of Water Resources & Hydropower Eng. Sci., Wuhan Univ., Wuhan, China
  • fYear
    2011
  • fDate
    30-31 July 2011
  • Firstpage
    1
  • Lastpage
    4
  • Abstract
    Sluice gate is the key factor of accuracy in a canal simulation system. Due to the coupled relationship between the Saint-Venant equations and the discharge of gates, the gate flow rate at a time is calculated from the sampling of water depth gathered last step. The article analyzed this approximation of water depth data based on a complete canal simulation system. Then, according to the combination of the inverted siphon and the sluice gate in the middle route of the South-to-North Water Transfer Project, the paper studied the influence of the structure on the calculation of gate discharge and put forward that the operation mode with a constant depth upstream gate might provide a higher accuracy compared to the one with a canal constant downstream depth in the middle route project.
  • Keywords
    canals; error analysis; hydraulic systems; simulation; Saint-Venant equations; Sluice gate; South-to-North water transfer project; canal constant downstream depth; canal simulation system; constant depth upstream gate; discharge error analysis; gate checking; gate discharge calculation; gate flow rate; inverted siphon; middle route project; water depth data approximation; Accuracy; Analytical models; Calibration; Equations; Irrigation; Logic gates; Mathematical model;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Control, Automation and Systems Engineering (CASE), 2011 International Conference on
  • Conference_Location
    Singapore
  • Print_ISBN
    978-1-4577-0859-6
  • Type

    conf

  • DOI
    10.1109/ICCASE.2011.5997773
  • Filename
    5997773