首页|期刊导航|中国水利水电科学研究院学报(中英文)|北方平原城市LID设施控制雨洪效果研究

北方平原城市LID设施控制雨洪效果研究OA

Research on the effectiveness of Low Impact Development facilities in controlling stormwater in Northern Plain Cities

中文摘要英文摘要

低影响开发设施建设对缓解城市内涝灾害具有显著影响,为研究低影响开发(Low Impact Development,LID)设施建设对北方平原地区雨洪控制效果,本文构建了以片区为基底的衡水市中心城区暴雨洪水管理模型,分析了现状管网过流能力,并从年径流总量控制率和内涝风险两个方面模拟比较了中心城区LID设施建设前后雨洪控制效果.模拟结果表明:中心城区范围内各区域中心部分的排水能力相较周边有待提高,50%以上的管网排水能力较好,仍有30%左右的管网需要继续改造;LID设施建设后,中心城区年径流总量控制率达到76%,较开发建设前提升了14%,各重点片区年径流总量控制率均达到75%以上;对比LID设施建设前后中心城区建成区30年一遇24 h降雨(累计降雨量195.7 mm)内涝风险情况,建设后内涝风险面积减少4.46 km2,且建设前出现的8个严重内涝积水点全部消除,内涝防治标准面积约71.59 km2,占建成区面积93.3%,内涝防治标准面积达标,中心城区LID设施建设后能有效应对30年一遇暴雨.

The construction of Low Impact Development(LID)facilities has a significant impact on alleviating urban waterlogging disasters.To study the effect of LID facility construction on rain and flood control in the northern plain area,this paper constructs a Storm Water Management Model(SWMM)based on the district as the base of the central urban area of Hengshui city,analyzes the current pipe network flow capacity,and simulates and compares the rain and flood control effects before and after the construction of LID facilities in the central urban area from the aspects of annual total runoff control rate and flood risk.The simulation results show that the drainage capacity of the central part of each area in the central urban area is relatively lower than that of the surrounding areas.More than 50%of the pipe network has a good drainage capacity,but about 30%of the pipe network still needs to be renovated.After the con-struction of LID facilities,the annual total runoff control rate in the central urban area has significantly increased to 76%,an increase of 14%compared with the development and construction before.The annual total runoff control rate of each key district has reached more than 75%.By comparing the flood risk in the built-up area of the central urban area under a 30-year return period 24-hour rainfall(cumulative rainfall of 195.7 mm)before and after the construction of LID facilities,the flood risk area has decreased by 4.46 km2 after the construction,and all 8 severe flood waterlog-ging points that appeared before have been eliminated.The flood prevention standard area is about 71.59 km2,account-ing for 93.3%of the built-up area,and the flood prevention standard area has reached the standard.The construction of LID facilities in the central urban area can effectively cope with a 30-year return period of heavy rain.

俞皓然;邵薇薇;辛广宜;李宇星;杨志勇;曲垚

中国水利水电科学研究院,流域水循环与水安全全国重点实验室,北京 100038中国水利水电科学研究院,流域水循环与水安全全国重点实验室,北京 100038中国水利水电科学研究院,流域水循环与水安全全国重点实验室,北京 100038中国水利水电科学研究院,流域水循环与水安全全国重点实验室,北京 100038中国水利水电科学研究院,流域水循环与水安全全国重点实验室,北京 100038中城院(北京)环境科技股份有限公司,北京 100032

建筑与水利

低影响开发雨洪控制效果暴雨洪水管理模型年径流总量控制率内涝风险分析

low impact developmentstormwater control effectivenessstorm water management modelvolume cap-ture ratio of annual rainfallflood risk analysis

《中国水利水电科学研究院学报(中英文)》 2026 (3)

319-332,14

流域水循环与水安全全国重点实验室自主研究项目(SKL2025RCPY02)汉江流域水资源可持续利用及其风险调控联合基金项目(U2240223)

10.3724/j.jiwhr.20250170

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