作者: Elahe Chero , Mohammadamin Torabi , Hamidreza Zahabi , Anahita Ghafoorisadatieh , Keivan Bina
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摘要: Abstract. Nowadays, a settling tank's removal efficiency is one of the most crucial matters for all water or wastewater treatment plants (WTPs or WWTPs). The unit can affect WWTP performance and improve the provided effluent quality. In this paper, geometrical aspects of tank were numerically analyzed via tracer curves, finite-volume method, and ANSYS CFX software in which baffle depth diameter settling tank were assessed. Firstly, previous study was similarly remodeled to verify simulation results. impact tank variation was numerically assessed where outcomes showed that deeper could raise discharge time hydraulic retention (HRT). Thus, extensive discharge may result less polluted effluent, degrading more solids. However, should not be too deeply based on costs. Moreover, the differential effect height indicated lower height useful boosting HRT. An investigation diameter changes also revealed wider diameters bring about broader