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The use of computational fluid dynamics for improving the design and operation of water and wastewater treatment plants

机译:利用计算流体力学改进水和废水处理厂的设计和运行

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摘要

Computational Fluid Dynamics (CFD) studies of a secondary clarifier at Durban's Northern Wastewater Treatment Works, and of a clarifier at the potable water treatment plant at Umzinto, a small town near Durban, have been undertaken with a view to improving their load capacities. In both cases the units are located in relatively old treatment plants, which face continually increasing loads due to population growth. Increasing the capacity of existing equipment, rather than installing new equipment, constitutes an efficient use of development capital. Although the two clarifiers have considerable design differences, the CFD studies indicated remarkably similar circulating flows, which concentrate up-flow near the outer wall of the clarifier in the region of the clarified water overflow weirs. Baffles were designed to disrupt the circulation so as to distribute up-flow over a wider area, thereby reducing the maximum vertical velocities. In the case of the wastewater secondary clarifier, the modification has been implemented, and evaluated in comparative tests involving an otherwise identical unmodified clarifier. In the case of the potable water clarifier, the modification has still to be implemented.
机译:为了提高其负荷能力,已经对德班北部废水处理厂的二级澄清池和德班附近小镇乌姆津托的饮用水处理厂的澄清池进行了计算流体动力学(CFD)研究。在这两种情况下,这些装置都位于相对较旧的处理厂中,由于人口增长,这些处理厂面临着不断增加的负荷。增加现有设备的容量,而不是安装新设备,构成了开发资金的有效利用。尽管两个澄清池在设计上存在很大差异,但CFD研究表明循环流量非常相似,其将向上流集中在澄清池溢水堰区域内的澄清池外壁附近。挡板设计用于扰乱循环,以便在更宽的区域上分布上升流,从而降低最大垂直速度。对于废水二级澄清池,已进行了改性,并在涉及其他相同的未改性澄清池的对比试验中进行了评估。在饮用水净化器的情况下,仍必须进行修改。

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