文章摘要
黄国如, 李立成, 黄纪萍.城镇小流域设计洪峰流量计算方法研究Journal of Water Resources and Water Engineering[J].,2014,25(4):35-38
城镇小流域设计洪峰流量计算方法研究
Calculation method of design flood peak discharge for urban small watershed
  
DOI:10.11705/j.issn.1672-643X.2014.04.008
中文关键词: 城镇小流域  设计洪峰流量  综合单位线法  推理公式法  城市水文学法  室外排水公式法
英文关键词: urban small watershed  discharge peak of design flood  synthetic unit hydrograph  reasoning formula  city hydrology method  method of outdoor drainage formula
基金项目:水利部公益性行业科研专项经费项目(201301093); 华南理工大学亚热带建筑科学国家重点实验室自主研究课题项目(2014ZC09); 深圳市水务局科技项目(2013012)
Author NameAffiliation
HUANG Guorua,b, LI Lichenga, HUANG Jipinga (华南理工大学 a.土木与交通学院 b.亚热带建筑科学国家重点实验室 广东 广州 510640) 
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中文摘要:
      城镇小流域地处城市化发展快速地区,设计洪峰流量是确定城镇防洪安全的重要依据。阐述了广泛应用于城镇小流域设计洪水计算的综合单位线、推理公式、城市水文学和室外排水公式等方法的基本原理,分别利用这4种方法计算深圳市民治河流域设计洪峰流量。结果表明:尽管不同方法所得结果有一定差异,但综合单位线法与其他方法所得结果的相对误差均在允许范围内,采用综合单位线法所得结果作为设计成果能够满足城市防洪安全。
英文摘要:
      The urban small watershed is located at rapid development urbanization area.The peak discharge of design flood is an important basis for determining the urban flood control safety. The basic principle of synthetic unit hydrograph, reasoning formula, city hydrology and drainage formula method used widely in design flood calculation of urban small watershed is respectively stated, and the peak discharges of design flood in Minzhi river basin of Shenzhen are respectively calculated by using the above four methods. The results show that although the results obtained by different methods have certain difference, but the relative error of the results between synthetic unit hydrograph method and other methods is within the allowable range. The result obtained by the synthetic unit hydrograph method as the design result can meet the safety of urban flood control.
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