通过分析杭州江北主城区涝灾成因和区域防御总体能力,优化城区排涝格局,提出城市包围方案,为开展新一轮城市防洪排涝规划和治理工程提供决策参考。基于区域已有的杭嘉湖区域水利综合规划、杭州市城市防洪减灾规划、杭州城西科创大走廊水利专项规划等推荐的水利防洪排涝工程基础上,采用一维河网非恒定流数学模型,建立杭嘉湖东部平原防洪水利计算模型,计算城市包围方案实施效果。研究结果表明,通过北控线建闸建泵并进行优化调度,杭州江北主城区既能满足排涝标准,主动防御,又能最大程度减轻对下游地区的防洪压力,兼顾流域防洪。该研究成果对确定城市防洪排涝方案具有借鉴意义。
Abstract
On the basis of analyzing the causes of waterlogging and the overall regional defense capacity of Jiangbei urban district of Hangzhou City, we present urban encirclement schemes to optimize the drainage pattern in the hope of offering reference for the decision-making of flood control planning and regulation. At present in Hangzhou we already have a series of flood control and drainage projects including the comprehensive water resources planning for Hangzhou, Jiaxing, and Huzhou region (hereafter referred to as Hang-Jia-Hu region), the urban flood control and disaster reduction planning for Hangzhou City, the special planning of west Hangzhou Kechuang corridor, and others. Under such background, we established the one-dimensional unsteady flow mathematical model of flood control for the eastern plain of Hang-Jia-Hu region, and calculated the implementation effect and impacts of three urban encirclement schemes involving different arrangements of canals and control gates. Results show that by constructing sluices and pumps along the north control line and together with optimizing operation, the Jiangbei urban district of Hangzhou City could meet drainage standards and actively prevent from waterlogging on one hand, and reduce the flood control pressure on downstream areas to the greatest extent and take into account the flood control of the river basin on the other. The research finding is of referential value for the flood control and drainage of cities in the middle and upper reaches of the eastern Hang-Jia-Hu plain.
关键词
排涝格局 /
优化调度 /
城市包围 /
数学模型 /
排涝标准 /
杭州江北主城区
Key words
drainage pattern /
optimized scheduling /
urban encirclement /
mathematical model /
drainage standard /
Jiangbei urban district of Hangzhou
{{custom_sec.title}}
{{custom_sec.title}}
{{custom_sec.content}}
参考文献
[1] 左晓霞,胡 珉,傅利辉,等. 杭州市城市防洪减灾规划(批复稿)[R]. 杭州:杭州市规划局,2014.
[2] 郑 健,章宏伟,章鲁琪,等.杭州主城区排涝格局优化方案研究(成果稿)[R].杭州:杭州市林业水利局,2017.
[3] 宋利祥,李清清,胡晓张,等. 基于有限体积法的河网水动力并行计算模型[J]. 长江科学院院报,2019,36(5):7-12.
[4] 魏乾坤,刘曙光,钟桂辉,等. 平原感潮河网地区河道洪水对村镇内涝的影响[J]. 长江科学院院报,2019,36 (3):46-52.
[5] 胡子琛,刘曙光,钟桂辉,等. 太湖流域平原河网降雨时程分布变化的洪水响应[J]. 长江科学院院报,2018,35 (1):45-51,56.
[6] 张念强,李 娜,王 静,等.平原感潮河网区域城市洪涝分析模型研究[J]. 水利水电技术,2017,48(5):20-26.
[7] 李大鸣,林 毅,刘 雄,等. 具有闸、堰的一维河网非恒定流数学模型及其在多闸联合调度中的应用[J]. 水利水电技术,2010,41(9):47-51.
[8] 牛 晨,王双银,吴素娟.基于线性矩法的短历时暴雨频率分布研究[J]. 长江科学院院报,2019,36(8):55-56.
[9] 李 坤. 南京市江宁区城市防洪排涝水文分析[J]. 湖北农业科学,2019,58(10):57-61.
[10] 杨冬冬,刘海龙.福州城市防洪体系空间规划对策研究[J]. 城市规划,2014, 38(8):85-90.
[11] 张凤胜,任柏铭,张 涛. 雨水管道设计与城市防洪[J]. 建筑工程技术与设计,2014, 2(17) :851.