• DocumentCode
    3224131
  • Title

    Research on the ability to pump sediment through pipe

  • Author

    Yan Shuwang ; Wei Qiuchen ; Lei Changshun

  • Author_Institution
    Sch. of Civil Eng., Tianjin Univ., Tianjin, China
  • fYear
    2011
  • fDate
    22-24 April 2011
  • Firstpage
    4392
  • Lastpage
    4395
  • Abstract
    Soda residue is the industrial waste materials occurring during producing the pure alkali by ammonia soda process, it also can be used in the reclamation project after the research on its engineering characteristics. In the construction, the soda residue is pumped through a pipe and then is disposed by vacuum preloading method and so on. During pumping the soda residue, the pumping pressure, the pipe resistance and the diameter of the pipe are all relevant to the transportation distance. Based on the theories in hydromechanics, the law of transporting soda residue in the pipe is deduced, the formula for calculating the rule is applied and the algorithm for solving this formula is proposed. Viscosity and initial shear strength are determined by rotating viscometer; average flow velocity is measured by designed experimental appliance, and is proved to be in concordance to the field test result.
  • Keywords
    pipe flow; pipes; pumps; sediments; shear strength; viscometers; viscosity; ammonia soda process; average flow velocity; hydromechanics; industrial waste materials; initial shear strength; pipe resistance; pumping pressure; pure alkali; reclamation project; sediment pump; soda residue; transportation distance; vacuum preloading method; viscometer; viscosity; Architecture; Civil engineering; Educational institutions; Presses; Soil; Transportation; Viscosity; average flow velocity; piping transport; pumping pressure; soda residue; transportation distance; viscosity;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
  • Conference_Location
    Lushan
  • Print_ISBN
    978-1-4577-0289-1
  • Type

    conf

  • DOI
    10.1109/ICETCE.2011.5774656
  • Filename
    5774656