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瓜渚湖直江引水对通航影响的数值计算和分析
  • ISSN号:1008-536X
  • 期刊名称:浙江水利水电专科学校学报
  • 时间:2013
  • 页码:1-3
  • 分类:TV131[水利工程—水力学及河流动力学]
  • 作者机构:[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
  • 相关基金:国家自然科学基金(51039003);浙江省自然科学基金(M503254)
  • 相关项目:高危堰塞湖形成、溃决机理与风险调控理论
中文摘要:

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.

英文摘要:

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.

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