• DocumentCode
    3277932
  • Title

    Bend Effect of Upper Bend Sections in Headrace and Tailrace Conduits of Xiangshuijian Pumped Storage Power Station

  • Author

    Zhang Landing

  • Author_Institution
    Nanjing hydraulic Res. Inst., Nanjing, China
  • fYear
    2013
  • fDate
    16-18 Jan. 2013
  • Firstpage
    402
  • Lastpage
    405
  • Abstract
    Hydraulic characteristics of the upper bend sections of headrace and tailrace conduits of Xiangshuijian Pumped Storage Power Station were studied. The bend effect was revealed: (1) The mean flow velocities of vertical lines at both sides in gate shafts were nearly equal to or larger than those of vertical line in the center, (2) The velocity distribution of vertical lines in the center was slightly distorted, (3) The piezometric head was not a constant along the circumference of cross section at the bend section. The influences of the bend effect on the velocity distribution can be reduced greatly, when the distance between the bend section and the gate shaft is about five times the conduit diameter, and those of the bend effect on the pressure distribution can be avoided when distance is about seven times the diameter. These research findings have been applied to the design of the project.
  • Keywords
    bending; design engineering; electric conduits; hydraulic systems; power plants; pressure; shafts; velocity; Xiangshuijian pumped storage power station; bend effect; gate shaft; headrace conduit; hydraulic characteristics; mean flow velocity; piezometric head; pressure distribution; project design; tailrace conduit; velocity distribution; Fluid flow measurement; Force; Logic gates; Power generation; Shafts; Spirals; Velocity measurement; bend effect; conduit; hydraulic model tests; piezometric head; velocity distribution;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Intelligent System Design and Engineering Applications (ISDEA), 2013 Third International Conference on
  • Conference_Location
    Hong Kong
  • Print_ISBN
    978-1-4673-4893-5
  • Type

    conf

  • DOI
    10.1109/ISDEA.2012.100
  • Filename
    6456297