Discharge Design in Storm Sewer Based on Exhaustion Method
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    Abstract:

    [Objective] To solve the issues in area superposition and flow superposition method in order to improve the discharge design in storm sewer.[Methods] Flow superposition method was modified by correcting the calculation method of storm intensity in downstream sewer. A maximum flow method based on exhaustion method was proposed.[Results] A case study indicated that the design discharge with improved flow superposition method was less than that of area superposition method, except for the initial sewer. The average design discharge based on maximum flow method was increased by 7.0%, and the maximum increase rate was 13.0%.[Conclusion] Maximum flow method is more reasonable and safer, and is of great importance for relieving urban flooding.

    Reference
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    [2] 王磊,周玉文.国内外城市排水设计规范比较研究[J].中国给水排水,2012,28(8):23-27.
    [3] 刘宇红,南军,钟丹.给水排水管道系统[M].北京:电子工业出版社,2014.
    [4] 王继明.给水排水管道工程[M].北京:清华大学出版社,1989.
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    [6] 陈静,何伟.关于城市雨水管渠水力计算方法的探讨[J].中国给水排水,2014,30(9):155-158.
    [7] 严煦世,刘遂庆.给水排水管网系统[M].3版.北京:中国建筑工业出版社,2014.
    [8] 韩会玲,孟庆芝.非满流圆管均匀流水力计算的近似数值解法[J].给水排水,1994(10):25-26.
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徐得潜,王瑞雯.基于穷举法的雨水管渠设计流量计算方法研究[J].水土保持通报英文版,2018,38(3):158-161

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History
  • Received:November 03,2017
  • Revised:December 20,2017
  • Online: July 06,2018