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长距离输水工程弥合水锤防护措施研究

张志胜,段锦章,周利全,黄毅   

  • 出版日期:2019-05-28 发布日期:2019-05-28

Study on protection measures for water hammer of cavities collapsingin long-distance water transfer project

ZHANG Zhisheng, DUAN Jinzhang, ZHOU Liquan, HUANG Yi   

  • Online:2019-05-28 Published:2019-05-28

摘要: 为选择合适的弥合水锤防护措施,针对长距离重力有压力流输水的特点,建立了水力暂态条件下空气阀数学模型,并采用Bentley Haestad Hammer软件对某长距离输水工程进行了弥合水锤模拟计算。计算结果表明:不设空气阀、布设复合式进排气阀与布设防水锤空气阀3种工况下瞬态升压分别为157.0,200.6 mH2O及40.0 mH2O,对应升压比分别为3.75,5.62及1.93;不设空气阀与布设复合式进排气阀条件下均发生了弥合水锤,最大空腔体积分别为350 L和775 L,而布设防水锤空气阀可有效避免弥合水锤;3种工况条件下只有防水锤空气阀升压最低,最大水锤升压较不设空气阀条件下降74.5%,且整体波动最为缓和。通过对3种工况条件下空气阀进排气体积及压力变化情况进行比较分析,可知工况2与工况3空气阀组进排气量差值为2 198~5 558 L,最小压力相差-0.05 ~0.01 MPa,最大压力相差0.38 ~0.89 MPa;工况2空气阀在管线末端检修阀关阀过程中发生了剧烈的进排气体积变化,叠加了关阀水锤,而工况3空气阀在整个计算过程中进排气体积变化较为缓和,气体体积流量及水压峰值得到了有效控制,可以认为防水锤型空气阀是弥合水锤的有效防护措施。

关键词: 弥合水锤, Bentley Haestad Hammer, 复合式进排气阀, 防水锤空气阀, 空腔运动 , 注气微排

Abstract: In order to select suitable protection measures for water hammer of cavities collapsing, the mathematical model of air valve under hydraulic transient condition was established according to the characteristics of long-distance gravity and pressure flow. The Bentley Haestad Hammer software was used to simulate the water hammer in a long distance water conveyance project. The results showed that the transient pressure rise are 157 m, 200.6m and 40 m respectively under the conditions of no air valve, setting compound intake and exhaust valve and water-proof hammer air valve, and the corresponding boost ratios are 3.75, 5.62 and 1.93. Under the condition of no air valve and compound air intake and exhaust valve, the water hammer of cavities collapsing had occurred, the maximum cavity volume was 350L and 775L respectively, and the waterproof hammer air valve can effectively avoid the water hammer. Under the three operating conditions, only the pressor of water-proof hammer air valve was the lowest, and the maximum pressor was 74.5% lower than that without the air valve, and the overall fluctuation was the slowest. Through comparing and analyzing the incoming and exhausting gas volume and pressure variation under three working conditions, it is known that the difference of incoming and exhausting volume between working condition 2 and working condition 3 is 2198~5558L, and the minimum pressure difference is-0.05~0.01MPa, and the maximum pressure difference is 0.38~ 0.89 MPa. In working condition 2, during the process of valve closing at the end of the pipeline, the incoming and exhausting gas volume changed violently, superimposing on the shut-off valve water hammer, while the change of incoming and exhausting volume of the valve in working condition 3 was more relaxed, which has controlled the gas volume and the peak value of water pressure effectively. It can be considered that the water-proof hammer type air valve is an effective protection measure for water hammer of cavities collapsing.

Key words: water column separation and water hammer accompanying transient flow, Bentley Haestad Hammer;compound intake and exhaust valve, water-proof hammer air valve;cavity motion, gas injection and release