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長(zhǎng)距離輸水系統(tǒng)停泵水錘的數(shù)值模擬
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Numerical Simulation of the Water Hammer Caused by Accidental Pump-stop in Long Water Supply Systems
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    摘要:

    運(yùn)用瞬態(tài)水力學(xué)理論和特征線方法,結(jié)合某實(shí)際工程,對(duì)聯(lián)合采用空氣閥、泄壓閥和二階段緩閉蝶閥進(jìn)行水錘防護(hù)的長(zhǎng)距離有壓輸水管道系統(tǒng)的事故停泵水力過渡過程進(jìn)行了計(jì)算和分析,得到管線沿程的水錘壓力包絡(luò)線和空化體積曲線,以及典型斷面的壓力時(shí)程線。計(jì)算結(jié)果表明,采用兩階段緩閉蝶閥、泄壓閥和空氣閥進(jìn)行水錘安全防護(hù)是十分必要的,有利于抑制正水錘壓力的繼續(xù)升高和阻止負(fù)水錘壓力的持續(xù)降低,防止斷流彌合水錘的發(fā)生。但從計(jì)算結(jié)果看,管內(nèi)仍存在局部空化現(xiàn)象,需要進(jìn)一步優(yōu)化空氣閥的布置。

    Abstract:

    In accordance with the characteristics of a long water pipe supply system with water hammer, the analysis of the protecting devices combined with the air valve, pressure relief valve and slowly closed plate valve was carried out for the transient process caused by accidental pump-stop based on the theory of water hammer and the method of characteristics. The pressure of water hammer and relative cavitating volume along the pipeline were obtained simultaneously. The evolvement of pressure of water hammer against time was achieved. The numerical results showed that the present water hammer protections to the pipeline system were necessary, which restrained not only the continuously rising up but also the excessively decreasing of water hammer pressure and were helpful to suppress the occurrence of water column separation. However, the results also showed the cavitations in local raised position of pipeline. The optimization of the position about air valves should be implemented further. 

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王文全,張立翔,閆妍,曾云.長(zhǎng)距離輸水系統(tǒng)停泵水錘的數(shù)值模擬[J].農(nóng)業(yè)機(jī)械學(xué)報(bào),2010,41(11):63-66. Numerical Simulation of the Water Hammer Caused by Accidental Pump-stop in Long Water Supply Systems[J]. Transactions of the Chinese Society for Agricultural Machinery,2010,41(11):63-66.

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