Although water is a continuous phase, water treatment tanks often contain solid particles and bubbles, thereby adding a dispersed phase. Thus, water treatment tanks will often contain a multi-phase fluid. The solid particles and bubbles contribute significantly to the formation, promotion, and suppression of circulating flows that have a significant effect on water treatment performance. Even with just a small number of bubbles present in the dispersed phase, a density current is generated and a circulating flow is formed-nd a similar outcome is seen, when solid particles exist in the dispersed phase, due to the high bulk density. However, when the concentration of a solid is very high, friction between the solid particles increases, thereby greatly affecting the sludge viscosity. The increased viscosity suppresses the formation of circulating flows, which reduces the mixing performance of the solution. The circulating flow in an aeration tank or dissolved air flotation (DAF) tank and settling tank then have low oxygen transfer and solid separation efficiencies, respectively. This undesirable situation is due to the suppression of a circulating flow, which prevents deposition of the solid particles in the aeration tank and reduces the mixing efficiency of the anaerobic digester. Computational fluid dynamics (CFD) helps to investigate the effects of multi-phase flow on the performance of water treatment tanks. In this study, thermal convection in settling tanks, sponge-media deposition in an aeration tank, mixing performance in an anaerobic digester, and the rheology of dense anaerobically-digested sludge will be studied, and activated sludge model (ASM) and CFD coupled simulation for simultaneous nitrification and denitrification in shallow aeration tanks will be performed.
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