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大坝泄水管道备用闸门的下拖力特性
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作者 柏井条介 田长山 《陕西水力发电》 1989年第2期57-64,共8页
通常在大坝管道式泄水设备的进口处均设有备用闸门,以便在工作闸门检修及其出现意外事故时切断水流.备用闸门在切断水流的过程中,闸门底面上的流速较大,同静水情况下相比其压力降低.因压力降低所引起的向下的力,称为下拖力.研究备用闸... 通常在大坝管道式泄水设备的进口处均设有备用闸门,以便在工作闸门检修及其出现意外事故时切断水流.备用闸门在切断水流的过程中,闸门底面上的流速较大,同静水情况下相比其压力降低.因压力降低所引起的向下的力,称为下拖力.研究备用闸门闭门力时,下拖力是一重要因素.作者曾对下拖力与闸门几何形状各参数之间的关系进行过系统地研究.在以前的研究报告中是以一面喇叭口式泄水管道的备用闸门为研究对象,闸门的底面由圆弧、直线及突缘组成(参照图2),分析了圆弧半径、底面倾角及突缘长度等对下拖力的影响. 展开更多
关键词 大坝 泄水管道 闸门 下拖力特性
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混凝土坝圆形断面泄水管及周边混凝土结构分析
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作者 永山功 蒋为群 《水利水电快报》 1993年第1期2-7,共6页
关键词 混凝土坝 泄水管道 圆形断面
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灌区水利设施节水改造项目工程施工技术探讨
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作者 程敏 《地下水》 2024年第3期307-309,共3页
为探讨灌区水利设施节水改造项目工程施工技术,采用实际案例结合理论实践的方法,立足目前灌区水利设施存在的问题和节水改造的必要性,分析了节水改造项目工程施工技术的应用要点。分析结果表明,很多灌区水利设施受到当时建设技术、资金... 为探讨灌区水利设施节水改造项目工程施工技术,采用实际案例结合理论实践的方法,立足目前灌区水利设施存在的问题和节水改造的必要性,分析了节水改造项目工程施工技术的应用要点。分析结果表明,很多灌区水利设施受到当时建设技术、资金的限制,以及自然条件和人类活动的影响,运行的稳定性、节水率会出现大幅度降低,这就需要结合灌区水利设施的作用,以及所在区域的地质水文条件,进行改造升级,才能提升节水效果,保障运行的安全性、稳定性。 展开更多
关键词 灌区水利设施 节水改造 箱涵 泄水管道
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古马水库泄水井堵缝工程
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作者 彭军 《水利水电快报》 1997年第12期12-13,共2页
关键词 泄水管道 裂缝灌浆 化学灌浆 水库
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Seismic Reliability and Rehabilitation Decision of Water Distribution System 被引量:2
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作者 柳春光 何双华 《Transactions of Tianjin University》 EI CAS 2010年第3期223-228,共6页
In order to evaluate the seismic reliability of water distribution system and make rehabilitation decisions correspondingly, it is necessary to assess pipelines damage states and conduct functional analysis based on p... In order to evaluate the seismic reliability of water distribution system and make rehabilitation decisions correspondingly, it is necessary to assess pipelines damage states and conduct functional analysis based on pipe leakage model. When an earthquake occurred, the water distribution system kept serving with leakage. By adding a virtual node at the centre of the pipeline with leakage, an efficient approach to pressure-driven analysis was developed for simulating a variety of low relative scenarios, and a hydraulic leakage model was also built to perform hydraulic analysis of the water supply network with seismic damage. Then the mean-first-order-second-moment method was used to analyse the seismic serviceability of the water distribution system. According to the assessment analysis, pipes that were destroyed or in heavy leakage were isolated and repaired emergently, which improved the water supply capability of the network and would constitute the basis for enhancing seismic reliability of the system. The proposed approach to seismic reliability and rehabilitation decision analysis on water distribution system is demonstrated effective through a case study. 展开更多
关键词 water distribution system hydraulic analysis leakage model seismic reliability rehabilitation decision
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Evaluate the Possibility of Cracking Pipe on Water Supply Network under the Age of Pipe
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作者 Lanh Pham Thi Minh Hai Pham Ha +1 位作者 Truong Nguyen Quang Hong Le Dinh 《Journal of Environmental Science and Engineering(B)》 2016年第7期323-327,共5页
Minimizing water loss in water supply networks is one of the objectives for protecting water resources. Currently, the large amount of water loss is mainly due to leakage of the pipeline network. The leaking of pipe c... Minimizing water loss in water supply networks is one of the objectives for protecting water resources. Currently, the large amount of water loss is mainly due to leakage of the pipeline network. The leaking of pipe can be caused by incorrect construction, impacted by external forces, or corroded pipe material and aging. Therefore, to control and predict the cracking area on pipe, it is necessary to collect data about pipe conditions, approve the solution of technology improvement and define the ability of pipe capacity from setting up to the first preparing time. This paper will demonstrate how to evaluate corrosion pipe under the age of pipe and the impact level of internal pressure pipe at different times, and will put forward solution of effective leaking management on water supply network. 展开更多
关键词 The age of pipe material of water pipe water environment leaking cracking pipe.
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