Palo Verde Nuclear Generating Station, Spent Fuel Casks

SGH performed an explicit dynamic analysis to evaluate the stability of the spent fuel cask during seismic loading, including potential for the cask to tip over or to slide off the rail car. Highlights of our analyses include:

• Using LS-DYNA to model the cask and the rail car as rigid bodies with mass and geometry and account for the flexibility of the rail car suspension
• Matching five sets of time histories to the plant’s safe shutdown earthquake and applying horizontal and vertical earthquake time histories simultaneously
• Determining the maximum cask sliding distance and rocking angle for each set of time histories
• Calculating the factor of safety for tip-over as the ratio of the critical rocking angle that would cause tip-over to the average of the maximum rocking angles and the factor of safety for sliding as the ratio of the horizontal distance between the centroid of the cask and the rail car edge to the average of the five calculated maximum sliding distances