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城镇小流域设计洪峰流量计算方法研究

黄国如 李立成 黄纪萍

水资源与水工程学报Issue(4):35-38,4.
水资源与水工程学报Issue(4):35-38,4.DOI:10.11705/j.issn.1672-643X.2014.04.008

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

黄国如 1李立成 2黄纪萍1

作者信息

  • 1. 华南理工大学土木与交通学院,广东广州510640
  • 2. 华南理工大学亚热带建筑科学国家重点实验室,广东广州510640
  • 折叠

摘要

Abstract

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 re-sults show that although the results obtained by different methods have certain difference , but the relative er-ror 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 .

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

Key words

urban small watershed/discharge peak of design flood/synthetic unit hydrograph/reasoning formula/city hydrology method/method of outdoor drainage formula

分类

天文与地球科学

引用本文复制引用

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[J].水资源与水工程学报,2014,(4):35-38,4.

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 ()

水资源与水工程学报

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1672-643X

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