两处断流弥合水击特性试验
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TU991;TV134.1

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产学研协同创新计划(CXY1518(3))


Cavity water hammer characteristic test on two places
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    摘要:

    为研究有压管道系统停泵过程产生的多处水柱分离现象,并分析断流弥合水击升压和断流长度的影响因素,设计出可以实现同时发生两处断流弥合水击的试验模型。试验观察到停泵产生的水柱分离现象有完全雾状汽化状态、完全断流空腔状态、既有断流空腔又有雾状汽化区的断流状态以及不完全断流状态等4种。试验结果表明,初始流速、关阀速度是两处断流弥合升压和断流长度的重要影响因素,初始流速越大,弥合升压越大,断流长度越长;关阀速度越快,弥合升压越大,断流长度越长;流速较高时,管路布置形式对具有两处断流管路的弥合升压影响很大。

    Abstract:

    In order to study the water column separation phenomenon and analyze the factors of pressure boosts and breaking length during the process of stopping a pump for a system, a test model was designed to cause cavity water hammer to occur in two places at the same time. Through the test model, we observed the water column separation phenomena. These phenomena included a completely vaporized state, a completely blocked cavity state, a blocked cavity and vaporized state, and notcompletely block cavity state. The test results show that the initial flow rate and valve closing speed are the two most important factors that influence the water hammer pressure and breaking length. When the flow rate is higher, the water hammer pressure is greater and the breaking length is longer. When the valve closing speed is faster, the water hammer pressure is greater and the breaking length is longer. When there is a higher flow rate, the pipeline layout form has a large influence on water hammer pressure when the pipeline system has devascularization in two places.

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赵莉,杨玉思,卢玉东,等.两处断流弥合水击特性试验[J].水利水电科技进展,2016,36(1):36-39.(ZHAO Li, YANG Yusi, LU Yudong, et al. Cavity water hammer characteristic test on two places[J]. Advances in Science and Technology of Water Resources,2016,36(1):36-39.(in Chinese))

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  • 在线发布日期: 2016-01-25
  • 出版日期: 2016-01-05