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三堡排涝工程防御"烟花"台风效益分析及改进措施

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三堡排涝工程是杭州市防洪排涝的重要节点工程之一,特别是对降低运河水位具有直接的防灾减灾效益.2021年7月22-27日,受"烟花"台风影响,杭州市普降大到暴雨,运河(杭州段)流域发生超警戒水位洪水,三堡排涝工程及时开机排涝,持续运行降低河网水位,有力保障了城市运行安全.为更好地发挥工程效益,分析"烟花"期间工程的运行情况、雨情、水情、工情等,对台风影响期间运河水流流向可能出现的3种情况进行水量还原计算,得到台风影响期间可能排入运河的水量分别为 960万m3、1 763万m3、1 155万m3,并对三堡排涝工程进行精细化调度,使拱宸桥站最高水位降低0.41 m,超警时长由142 h缩减为26 h.结合运行实践,针对洪水期垃圾聚集拦污栅阻水问题,采取调整拦污栅横梁高程和加大栅距以增大进水量的改进措施,明显提升排涝效益;针对机组被动避潮问题,提出提高设计重现期和优选宽扬程段水泵转轮模型改进措施,确保水泵机组稳定运行,为强感潮河段城市强排泵站设计和建设提供参考.
Benefit Analysis and Improvement Measures against Typhoon In-fa of Hangzhou Sanbao Drainage Project
The Sanbao Flood Control and Drainage Project is one of the important node projects for flood control and drainage in Hangzhou,especially with direct disaster prevention and reduction benefits for reducing the water level of the canal.There was heavy rainstorm all over the city of Hangzhou under the influence of Typhoon In-fa from July 22 to 27,2021,which caused flooding beyond the warning level in the canal watershed(the Hangzhou section).Sanbao Drainage Sluice-Pumping Station was started up in time to discharge flood and continuously operated to lower the water level of the canal network,effectively ensuring the safety of urban operation.In order to enhance the effectiveness of Sanbao Drainage Sluice-Pumping Station,the engineering operation,rainfall and water conditions during the"Typhoon In-fa"period were analyzed in this study.Three possible situations for water volume during the typhoon impact period were calculated according to the flow direction of the canal,and the possible water discharge into the canal during the typhoon impact period were 9.6 million m3,17.63 million m3,and 11.55 million m3,respectively.In addition,the highest water level of Gongchenqiao Station decreased by 0.41m as the Sanbao drainage project was finely scheduled,and the duration of exceeding the alarm limit has been reduced from 142 hours to 26 hours.Based on operational practice,regarding the water blocking problem of garbage accumulation and trash racks during flood periods,improvement measures have been taken to adjust the elevation of the trash rack crossbeam and increase the distance between the trash racks to increase the water inflow,significantly improving the drainage efficiency.In response to the problem of passive tidal avoidance of the unit,measures are proposed to improve the design recurrence period and optimize the model of the wide head section water pump impeller,ensuring the stable operation of the water pump unit and providing reference for the design and construction of urban strong discharge pumping stations in strong tidal river sections.

Sanbao Drainage Sluice-Pumping Stationcost-benefit analysisimprovement measures

张飞珍、姬战生、潘志军、金伟

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杭州市南排工程建设管理服务中心,浙江 杭州 310020

杭州市水文水资源监测中心,浙江 杭州 310016

三堡排涝工程 排涝效益 强排泵站

浙江省水利科技计划项目浙江省水利科技计划项目杭州市科技计划引导项目

RA2106RB210220211231Y086

2024

浙江水利科技
浙江省水利河口研究院 浙江省水利学会

浙江水利科技

影响因子:0.294
ISSN:1008-701X
年,卷(期):2024.52(4)