A Case Study of a Valve Failure Due to Condensation-Induced Waterhammer
In preparation for a power reduction at a Pressurized Water Reactor (PWR) power plant, the Moisture Separator Drain Tanks (MSDT) were being transitioned from pumping to a flash tank to dumping to the Condenser. This evolution includes initially transitioning to pressure feeding to a lower pressure flash tank first. As soon as the MSDT Pump was tripped, a waterhammer occurred in the 6″ line that contained a valve that isolated the flow path to the lower pressure flash tank. The waterhammer caused the operator of this valve to fail due to a fracture of the yoke on the actuator. Several thermal-hydraulic mechanisms were evaluated and it was postulated that the failure mechanism was a bubble collapse in a 6″ horizontal line upstream of the failed isolation valve leading to the lower pressure (a.k.a., “D”) flash tank. A prerequisite for this mechanism is that the isolation valve leading to the “D” flash tank is “tight” such that line is “cold.” As the valve opens the initial flow regime would be annular before transitioning to a dispersed regime. The vapor and cold water interacted leading to the collapse of an assumed 1″ diameter “trapped” bubble. The collapse of the postulated bubble yielded an unbalanced impulse force of 6000 lbs. for approximately 5 – 10 milliseconds. The pressure spike that generated the unbalanced force was estimated at 208 psid. The initial acceleration of the pipe was estimated to have been as high as 21 g, which was greater than the 11 g estimated necessary to fail the valve actuator.