Hydraulic and numerical analysis of non-uniform and two-phase wastewater flow in sewer pipelines
Keywords:
Non-uniform flow, Wastewater, Sewer system, Pipeline slope, Pumerical modeling, VelocityAbstract
This article examines the characteristics of non-uniform and two-phase (water–air) wastewater flow in sewer systems. Non-uniform flow, caused by sediment formation and operational condition changes, can lead to sludge buildup and decreased system efficiency. Classical equations of non-uniform flow, including critical depth and drawdown length calculations, are applied for hydraulic analysis. In the numerical part, the ANSYS software suite is used to simulate two-phase flow with VOF (Volume of Fluid) and DPM (Discrete Phase Model), as well as the GEKO turbulence model. The results enable visualization of spatial water and air distribution within pipes, evaluate particle behavior of various densities, and determine how pipeline slopes influence flow patterns. The analysis emphasizes the necessity of considering both non-uniform and two-phase flow regimes in the design and operation of sewer systems.
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