[1]张浩,潘志军,何勇,等.复杂河网大型排涝泵站运行方案的优化研究[J].浙江水利科技,2017,(02):028-33.[doi:10.13641/j.cnki.33-1162/tv.2017.02.008]
　ZHANG Hao,PAN Zhi-jun,HE Yong,et al.Study on the Operation Scheme Optimization of Large Drainage Pump Station in Complex River Network[J].Zhejiang Hydrotechnics,2017,(02):028-33.[doi:10.13641/j.cnki.33-1162/tv.2017.02.008]
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复杂河网大型排涝泵站运行方案的优化研究
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《浙江水利科技》[ISSN:1008-701X/CN:33-1080/TV]

卷:
期数:
2017年02
页码:
028-33
栏目:
出版日期:
2017-03-25

文章信息/Info

Title:
Study on the Operation Scheme Optimization of Large Drainage Pump Station in Complex River Network
作者:
张浩1;  潘志军1;  何勇1;  章宏伟2
1. 杭州市南排工程建设管理处, 浙江 杭州 310019;
2. 浙江省水利水电勘测设计院, 浙江 杭州 310002
Author(s):
ZHANG Hao1;  PAN Zhi-jun1;  HE Yong1;  ZHANG Hong-wei2
1. The Construction & Management Office of Hangzhou City South, Hangzhou 310019, Zhejiang, China;
2. Zhejiang Design Institute of Water Conservancy & Hydro-Electric Power, Hangzhou 310002, Zhejiang, China
关键词:
排水量; 数值模型计算; 优化运行; 排涝泵站; 复杂河网
Keywords:
displacement; numerical model calculation; optimized operation; drainage pump station; complex river network
分类号:
TV131.4;TV675
DOI:
10.13641/j.cnki.33-1162/tv.2017.02.008
文献标志码:
A
摘要:
为获得受通航和河道安全限制的大型排涝泵站最优运行方案，采用二维水力计算模型分析河（航）道安全运行边界流量，并采用漫垸网河准二维与一维混合数值模型分析泵站遇20 a一遇降雨条件下的多种运行方案排涝效果。结果表明，降低泵站控制起排水位的同时，采用多机组合排涝流量接近河道安全运行边界流量的运行方案排涝效果最佳、河道和航运安全影响最小。按上述方法建立排涝泵站不同降雨频率和雨型的运行方案库，为防汛排涝决策提供技术支撑。
Abstract:
In order to obtain the optimal operation scheme of large drainage pump station limited by shipping and river channel safety,two-dimensional hydraulic calculation model was applied to analyze theriver channel safe operation boundary flux,and the mixture numerical model of overland braided stream with quasi-two dimension and one dimension was utilized to study the drainage effect of various operation schemes in the heaviest rainfall in 20 years.As the result shows,the operation scheme in whichthe starting level for drainage of pump station is lower,multi-set combination is adopted,and the drainage flux is closed to theriver channel safe operation boundary flux,has the maximum total displacement and minimum influence on river channel and shipping safety.According to above method,scheme library of different operations for drainage station is established based on different rainfall frequency and pattern,thus to provide technical support for the solution of flood control and waterlogging.

参考文献/References:

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备注/Memo

备注/Memo:
收稿日期:2016-11-11。
作者简介:张浩(1983-),男,工程师,硕士,主要从事水利工程建设管理好运行管理工作。
更新日期/Last Update: 2017-03-28