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Effects of longitudinal baffles on particles settling in a sedimentation basin

机译:纵向挡板对沉淀池中颗粒沉降的影响

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This study was conducted to evaluate the effects of longitudinal baffles on particles settling performance within a full-scale sedimentation basin with a flow rate of 1,000 m~3/hr. Comparative experiments on turbidity removal efficiency and sludge deposit distribution were performed in longitudinally baffled and non-baffled sedimentation basins. The turbidity removal rate in the baffled sedimentation basin was observed to be higher than that in the non-baffled basin. In addition, the depth of the sludge deposit in the baffled sedimentation basin was approximately 20% less than that in the non-baffled sedimentation basin, and the sludge concentration was 10% higher. To explain these results and to further investigate the effects of longitudinal baffles, the authors performed computational fluid dynamics (CFD) simulation for both basin types. The results of this CFD simulation indicated that the flow, particularly near the outlet orifice, was more stable in the longitudinally baffled sedimentation basin. Moreover, it could be concluded that the longitudinal baffle enables a fully developed flow and is thus more effective for sedimentation.
机译:本研究旨在评估纵向挡板对流量为1000 m〜3 / hr的全尺寸沉淀池中颗粒沉降性能的影响。在纵向折流和非折流沉淀池中进行了浊度去除效率和污泥沉积物分布的对比实验。挡板式沉淀池的浊度去除率高于非挡板式沉淀池。此外,折流式沉淀池中的污泥沉积深度比非折流式沉淀池中的污泥深度低约20%,而污泥浓度则高10%。为了解释这些结果并进一步研究纵向挡板的影响,作者对两种盆地类型进行了计算流体动力学(CFD)模拟。此CFD模拟的结果表明,在纵向挡板式沉淀池中,尤其是出口孔附近的流量更稳定。此外,可以得出的结论是,纵向挡板可以使气流充分发展,因此对沉降更有效。

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