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The feasibility of flocculation in a storage sedimentation basin

机译:储存沉淀池中絮凝的可行性

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For the Flemish situation, storage sedimentation basins are one of the best 'end-of-pipe' solutions to reduce the impact of combined sewer overflows on the receiving waters. In some cases, when the spilled pollution load is too high, the setting efficiency of the basin has to be improved. Adding coagulants could be a reasonable alternative for building larger basins. To estimate the effect of enhancing the settling by flocculation, a floc growth and break-up model is worked out and is implemented in the numerical model Phoenics. The evolution of the floc dimensions and the sedimentation behaviour of the particles in the basin is calculated for different inflow rates and initial setting velocity profiles. Finally, the efficiency increase by mixing (creating a higher velocity gradient) in the agitation chamber or by adding coagulants in the trunk sewer upstream of the basin is also investigated. direct C 1999 IAWQ Published by Elsevier Science Ltd. All rights reserved
机译:对于佛兰德的情况,存储沉淀池是最好的“管道末端”解决方案之一,可减少下水道溢流对接收水的影响。在某些情况下,当溢出的污染负荷过高时,必须提高水盆的凝结效率。添加凝结剂对于建造更大的盆地可能是一种合理的选择。为了估算通过絮凝增强沉降的效果,建立了絮体生长和分解模型,并在数值模型Phoenics中实现了该模型。对于不同的流入速率和初始设定速度剖面,计算了絮状物尺寸的演变和盆地中颗粒的沉降行为。最后,还研究了通过在搅拌室中混合(创建更高的速度梯度)或在流域上游主干下水道中添加凝结剂来提高效率。直接C 1999 IAWQ,由Elsevier Science Ltd.出版。保留所有权利

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