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WATER HAMMER CAUSED BY FAST CLOSING VALVES

机译:快速关闭阀造成水锤

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Operation of fast closing valves in piping systems can create an overpressure condition, resulting in permanent deformation, joint damage, leakage, or rupture. Fast closing valves are used in many piping systems to protect personnel, equipment and the environment from the danger of overpressure. When there is a sudden closure of a piping system valve, the change in the flow velocity produces a transient increase in pipe pressure. This increased pressure is commonly known as transient, fluid hammer waterhammer, or surge pressure. In a very simplistic system, the excess pressure created by this sudden closure of valves can be computed using a simple hand calculation using Joukowsky method. The method is applicable only for the initial pressure wave generated. In complex systems, where there are dead legs (e.g. closed by-pass valves) or branches, there is more chance of the pressure waves being reflected, transmitted and superimposed. The overpressure problem is even more severe if a liquid column separation and re-joining occurs during the transient conditions. The magnitude of the pressure in the system due to these effects may be higher than that estimated by Joukowsky method. Hence a transient analysis needs to be performed to estimate the overpressure in the system. In this case study, the transient conditions initiated due to closure of buckling pin valves (BPVs) are modeled using a proprietary software CE099. The objectives are to calculate the maximum surge pressures, dynamic loads, and to recommend mitigations to reduce transient pressures and loads. The results showed that pressures could be reduced by increasing the pipe size of few segments or adding expansion loops. The most sensitive parameter for transient pressure was pipe size and that for dynamic load was valve closure time. It is recommended that this kind of study be performed in the early phase of engineering design, so that any identified overpressures can be mitigated with simple, cost effective options such as increasing pipe size, altering valve closure times, and adding expansion loops.
机译:管道系统中快速关闭阀的操作会产生超压状态,导致永久变形,接头损坏,泄漏或破裂。快速关闭阀用于许多管道系统中,以保护人员,设备和环境免受超压危险。当管道系统阀门突然关闭时,流速的变化会引起管道压力的瞬时增加。这种增加的压力通常称为瞬态,流体锤水锤或喘振压力。在一个非常简单的系统中,可以通过使用Joukowsky方法的简单手动计算来计算由于阀门突然关闭而产生的过大压力。该方法仅适用于产生的初始压力波。在复杂的系统中,如果有死角(例如关闭的旁通阀)或分支,则压力波更有可能被反射,传递和叠加。如果在过渡条件下发生液柱分离和重新连接,则超压问题将更加严重。由于这些影响,系统中的压力大小可能高于Joukowsky方法估计的压力大小。因此,需要执行瞬态分析以估计系统中的超压。在本案例研究中,使用专有软件CE099对由于屈曲针阀(BPV)关闭而引发的瞬态条件进行了建模。目的是计算最大喘振压力,动态负载,并建议缓解措施以减少瞬态压力和负载。结果表明,可以通过增加几个管段的管道尺寸或增加膨胀环来降低压力。对于瞬态压力最敏感的参数是管道尺寸,而对于动态负载最敏感的参数是阀门关闭时间。建议在工程设计的早期阶段进行此类研究,以便通过简单,经济高效的选择(例如增加管道尺寸,更改阀关闭时间和添加膨胀环)来缓解任何已识别的超压。

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