Author(s): C-L Benard; S Afara; C Monette; B Nennemann

Linked Author(s):

Keywords: Dynamic stress prediction; Load rejection; Hydraulic turbines; Quasi-steady approach; Fluid-structure interaction

Abstract: Load rejections occur when a hydraulic turbine, producing power, is disconnected from the electric grid. The sudden loss of load will trigger the emergency guide vane closing sequence, and the turbine will accelerate to a maximum speed before decelerating. During this event, the runner can experience large dynamic stresses, which can significantly decrease its fatigue life if load rejections occur frequently. So far in the reported literature the approach of simulating a load rejection is to perform a transient analysis, which includes the guide vane closing sequence. This approach is difficult to setup, due to the moving mesh required for closing the guide vanes and demands large computational effort. In the current work, an alternative quasi-steady approach of predicting the maximum dynamic stresses during load rejection is presented and validated against prototype measurements. The method involves a one-way fluid-structure interaction simulation with pressure loads obtained from an unsteady CFD simulation performed at the guide vane opening corresponding to the maximum speed during the load rejection. At this speed, the runner is momentarily in a no-load condition, and measurements show that the dynamic stresses are at a maximum. With this approach, it is shown that the maximum dynamic stresses are well predicted during a load rejection. Given the high level of uncertainty in the measurements and the stochastic nature of load rejections, it can be concluded that the approach gives conservative and satisfactory results, thus validating the quasi-steady assumption.

DOI: https://doi.org/10.1088/1755-1315/1483/1/012017

Year: 2023