The simulation begins with a stagnant low level of fluid in the main sewer, then the inflow boundary condition is adjusted with time to simulate a rising water level. Initially this only increases the flow rate and fluid elevation in the interceptor sewer. At a given height the water begins to 'overflow' into the regulating vault section of the structure. The fluid then exits into the culvert. Numerical results post-processed with FlowSight. Read the full blog posting at [ Ссылка ]
