Water hammer in jacketed pipes can cause significant damage, as seen in a case where an inner pipe collapsed, leading to concerns about the cause of failure. A fast-acting valve upstream is often a primary contributor to water hammer, and the analysis requires understanding the flow dynamics within the annular space. Calculating the maximum pressure wave value for water hammer involves using the annular area for cross-sectional calculations and adjusting the Darcy-Weisbach friction factor accordingly. Alternative failure modes, such as thermal stresses or design flaws, should also be considered if water hammer is doubted as the cause. A detailed analysis using relevant equations and possibly consulting specialized literature is recommended for accurate assessment.