In prior research, the potential for misdiagnosis between the effects of Fluid-Structure Interaction (FSI) and pipe-wall Extended Deteriorations (EDs) has been highlighted for transient flow in a pipeline. Given the significant role of pipeline anchor stiffness in modulating FSI during waterhammer (WH), this study delves into the combined impacts of FSI and EDs on WH signals in a pipeline with elastic supports. A time-domain numerical solution, using the finite-element method (FEM) for the structure and the method of characteristics (MOC) for the fluid, is employed to scrutinise the transient pressure-head fluctuations owing to FSI and EDs. The results demonstrate that the stress wave reflections from EDs generate pressure head jumps during WH. Furthermore, the interaction of the stress wave in the pipe wall with the pressure wave reflected from EDs in a deteriorated pipeline affects the transient signature. FSI and the stiffness of pipe supports alter the timing, shape, and magnitude of pressure-head jumps caused by EDs. The support’s stiffness is varied to quantify its impact. The study underscores the importance of the excitation signal’s bandwidth (the valve closure time) in determining the prominence of FSI and ED signatures within transient signals. This research contributes to the fundament of the transient-based defect detection (TBDD) technique applied in pipelines.
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