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瓜渚湖直江引水对通航影响的数值计算和分析
引用本文:梁佰军,李东风,张红武.瓜渚湖直江引水对通航影响的数值计算和分析[J].浙江水利水电专科学校学报,2013(4):1-3.
作者姓名:梁佰军  李东风  张红武
作者单位:[1]绍兴市水利水电勘测设计院,浙江绍兴310018 [2]浙江水利水电学院水利工程系,浙江杭州310018 [3]清华大学水沙科学与水利水电工程国家重点实验室,北京100084
基金项目:国家自然科学基金(51039003);浙江省自然科学基金(M503254)
摘    要:利用二维河流数学模型对管墅直江引水进行了通航的影响计算,分析表明,工程按照设计取水流量运营时,原航道的最大横向水流流速、纵向影响流速、纵向回流流速均满足规范要求,当取水口突然停止运营,取水口所在河汉内回流的最大流速为0.06m/s,对运河航段水流影响不明显;取水口运行时计算航段内水位最大差值约0.03m,对附近运河水域水位影响很小,对航道水深及往来行船安全无影响.

关 键 词:管墅直江  引水工程  通航  二维河流数学模型

Numerical Calculation and Analysis of Diversion Project on Navigation
LIANG Bo-Jun,LI Dong-feng,ZHANG Hong-wu.Numerical Calculation and Analysis of Diversion Project on Navigation[J].Journal of Zhejiang Water Conservancy and Hydropower College,2013(4):1-3.
Authors:LIANG Bo-Jun  LI Dong-feng  ZHANG Hong-wu
Affiliation:1. Shaoxing Design Institute of Water Conservancy and Hydropower, Shaoxing 312000, China; 2. Department of Hydraulic Engineering, Zhejiang University of Water Resources and Electric Power, Hangzhou 310018, China ; 3. State Key Laboratory of Hydroscience and Engineering, Beijing 100084, China)
Abstract:Two-dimensional mathematical model is adopted to analyze the influence of Guanshu River Diversion Project on navigation. The results show that when the project is operated according to the design water flow, the maximum horizontal flow, the vertical impact velocity, the longitudinal flow velocity of the original channel can meet the requirements of regulations. When the water inlet suddenly stops operation, the maximum velocity of the water inlet is round 0.06 m/s, with limited effect on navigation. The maximum difference in the segment during intake runtime is about 0.03 m, which has little impact on water level, channel depth, as well as the navigating safety.
Keywords:GuanShu River  water diversion project  navigation  two-dimensional mathematical model
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