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基于流域洪水危险分析的社工坑整治方案
引用本文:刘曾美,冯斯安,蓝福鹏,陈斯达,梁华,费开轩. 基于流域洪水危险分析的社工坑整治方案[J]. 水资源保护, 2018, 34(6): 38-43
作者姓名:刘曾美  冯斯安  蓝福鹏  陈斯达  梁华  费开轩
作者单位:华南理工大学土木与交通学院, 广东 广州 510640; 广东省水利工程安全与绿色水利工程技术研究中心, 广东 广州 510640,华南理工大学土木与交通学院, 广东 广州 510640; 广东省水利工程安全与绿色水利工程技术研究中心, 广东 广州 510640,华南理工大学土木与交通学院, 广东 广州 510640; 广东省水利工程安全与绿色水利工程技术研究中心, 广东 广州 510640,华南理工大学土木与交通学院, 广东 广州 510640; 广东省水利工程安全与绿色水利工程技术研究中心, 广东 广州 510640,广东省水利水电科学研究院, 广东 广州 510610,广东省水利水电科学研究院, 广东 广州 510610
基金项目:国家自然科学基金(41371498);广东省水利科技创新项目(2011-18,2016-27)
摘    要:为优化位于广州市白云新机场配套综合开发区范围内的社工坑整治方案,采用MIKEFLOOD耦合一维MIKE11和二维MIKE21水动力模型对铁山河流域进行洪水危险分析,模拟流域遭遇不同重现期洪水时的淹没状况。洪水危险分析结果表明,当遭遇20年一遇设计洪水时,社工坑流域淹没面积达4.03 km2,最大淹没水深达0. 93 m,淹没区域主要位于开发强度较大的中下游地区,而干流铁山河下游段尚有一定行洪能力;提出新建两条支涌将社工坑中下游洪水引入铁山河下游的整治方案。

关 键 词:流域洪水;危险分析;MIKE模型;数值模拟;河道整治;中小河流;社工坑;铁山河
收稿时间:2017-11-26

Regulation scheme of Shegong River based on watershed flood hazard analysis
LIU Zengmei,FENG Sian,LAN Fupeng,CHEN Sid,LIANG Hua and FEI Kaixuan. Regulation scheme of Shegong River based on watershed flood hazard analysis[J]. Water Resources Protection, 2018, 34(6): 38-43
Authors:LIU Zengmei  FENG Sian  LAN Fupeng  CHEN Sid  LIANG Hua  FEI Kaixuan
Affiliation:School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510640, China; Guangdong Engineering Technology Research Center of Safety and Greenization for Water Conservancy Project, Guangzhou 510640, China,School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510640, China; Guangdong Engineering Technology Research Center of Safety and Greenization for Water Conservancy Project, Guangzhou 510640, China,School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510640, China; Guangdong Engineering Technology Research Center of Safety and Greenization for Water Conservancy Project, Guangzhou 510640, China,School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510640, China; Guangdong Engineering Technology Research Center of Safety and Greenization for Water Conservancy Project, Guangzhou 510640, China,Guangdong Research Institue of Water Resources and Hydropower, Guangzhou 510610, China and Guangdong Research Institue of Water Resources and Hydropower, Guangzhou 510610, China
Abstract:In order to optimize the regulation scheme of Shegong River located in the comprehensive development area of Guangzhou Baiyun international airport, a flood hazard analysis for the Tieshan River watershed was made by coupling one-dimensional MIKE11 and two-dimensional MIKE21 hydrodynamic model with the MIKEFLOOD to simulate the basin inundation situations in the case of the floods in different recurrence periods. The results show that the area of flooding inundation range in Shegong River basin is 4.03km2, the maximum inundation depth is 0.93m, and the inundated area is mainly located in the middle and lower reaches with strong development intensity, while there is a certain flood discharge capacity in the lower reaches of Tieshan River when encountering the flood with a return period of 20 years. A regulation scheme that two new branches should be built to pit the flood in the middle and lower reaches of Shegong River into the lower reaches of Tieshan River was drawn up.
Keywords:watershed flood   hazard analysis   MIKE model   numerical simulation   river regulation   small and medium-size rivers   Shegong River   Tieshan River
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