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曝气塘示踪试验研究。

Tracer studies on an aerated lagoon.

机构信息

CPG New Zealand Ltd, Private Bag 562, Palmerston North, New Zealand.

出版信息

Water Sci Technol. 2012;65(4):611-7. doi: 10.2166/wst.2012.906.

Abstract

The city of Palmerston North, New Zealand, has two aerated lagoons as its secondary treatment facility. Interest about treatment efficiency led to an investigation into the hydraulics in the second lagoon to determine if further optimisation was viable. A tracer study using rhodamine WT was undertaken to ascertain the stimulus response output. Samples were also taken at 24 points within the lagoon to determine the tracer concentration profile throughout the lagoon. The mean residence time was determined to be 39.9 h compared with a theoretical residence time of 55.4 h. Peak concentration of the tracer at the outlet occurred at 0.44 of the mean residence time. The results of the tracer study pointed to 28% of volume being dead space. A subsequent sludge survey indicated that 26% of the design volume of the lagoon was filled with sludge. While the curved geometry of the lagoon did not appear to impact the hydraulics the fact that the first aerator is confined in a relatively smaller area will have locally boosted the mixing energy input in this inlet zone. From interpretation of the tracer response and the tracer distribution profiles it appears that the aerators are mixing the influent into the bulk flow effectively in the front end of the lagoon and that there was no evidence of any substantive short-circuiting path of concentrated tracer around to the outlet. The tracer distribution profiles gave direct insight as to how the tracer was being transported within the pond and should be used more often when conducting tracer studies. Comparison with the literature indicated that the lagoon's hydraulic efficiency was on par with a baffled pond system and it would be expected that addition of several baffles to the lagoon would provide minimal further improvement.

摘要

新西兰北帕默斯顿市的二级处理设施有两个充气池。由于对处理效率感兴趣,因此对第二个充气池的水力学进行了调查,以确定是否可以进一步进行优化。使用罗丹明 WT 进行示踪剂研究,以确定刺激响应输出。还在池塘内的 24 个点取样,以确定整个池塘内的示踪剂浓度分布。平均停留时间为 39.9 小时,而理论停留时间为 55.4 小时。示踪剂在出口处的峰值浓度出现在平均停留时间的 0.44 处。示踪剂研究的结果表明,有 28%的体积是死区。随后的污泥调查表明,池塘的设计体积有 26%被污泥填满。尽管池塘的弯曲几何形状似乎没有对水力学产生影响,但第一个曝气器被限制在相对较小的区域内的事实将在该入口区域局部增加混合能量输入。从示踪剂响应和示踪剂分布曲线的解释来看,曝气器有效地将进水混合到池塘的主流中,并且没有证据表明存在任何浓缩示踪剂的实质性短路路径通向出口。示踪剂分布曲线直接提供了示踪剂在池塘内的传输方式的见解,并且在进行示踪剂研究时应更经常使用。与文献的比较表明,该池塘的水力效率与带挡板的池塘系统相当,并且预计向池塘添加几个挡板将不会有明显的进一步改善。

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