• DocumentCode
    2343596
  • Title

    Storm flood computation model for urban rain pipe networks based on hydrology

  • Author

    Zhang, Xiaona ; Rui, Xiaofang ; Feng, Jie

  • Author_Institution
    Key Lab. of Hydrol.-water Resources & Hydraulic Eng., Coll. of Water Resources & Hydrol., Nanjing
  • fYear
    2009
  • fDate
    25-27 May 2009
  • Firstpage
    3506
  • Lastpage
    3510
  • Abstract
    Based on hydrology, a storm flood computation model for urban rain pipe networks is proposed. In this model, the research region is divided into three areas, that is permeable area, impervious area and pipe area. The main methods include the isochronal method, Horton infiltration formula, time-contour method and Muskingum method. The proposed model in this paper is tested by the rainfall runoff data of Ya-hua garden district in Changsha. Whose parameters are calibrated. Computational results show that the proposed model has a good precision, whose application is simple and convenient. As a mean of urban rainfall runoff simulation, the proposed model has a practical value.
  • Keywords
    floods; rain; storms; Changsha; Horton infiltration formula; Muskingum method; Ya-hua garden district; hydrology; isochronal method; storm flood computation model; time-contour method; urban rain pipe networks; urban rainfall runoff simulation; Computational modeling; Computer networks; Equations; Flowcharts; Hydrology; Land surface; Rain; Storms; Water resources; Water storage; Muskinggun method; hydrology; infiltration formula; isochronal method; rain pipe network;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Industrial Electronics and Applications, 2009. ICIEA 2009. 4th IEEE Conference on
  • Conference_Location
    Xi´an
  • Print_ISBN
    978-1-4244-2799-4
  • Electronic_ISBN
    978-1-4244-2800-7
  • Type

    conf

  • DOI
    10.1109/ICIEA.2009.5138858
  • Filename
    5138858