Alansari Amir, Amburgey James, Madding Nathan
Department of Civil and Environmental Engineering, UNC Charlotte, Charlotte, NC 28223, USA E-mail:
Huber Technology Inc., Huntersville, NC 28078, USA.
J Water Health. 2018 Jun;16(3):449-459. doi: 10.2166/wh.2018.223.
The primary objective of this study was to conduct a quantitative analysis of the hydraulic efficiency of a 1:25 bench-scale swimming pool and to determine whether the recirculation efficiency could be increased by modifying parameters such as turnover rate, inlet/out configuration, and extent of mixing within the pool. Salt tracer studies were conducted using KCl to determine the residence time distribution and describe the hydraulic characteristics of the pool. The results indicated that the removal of the tracer always followed an exponential decay curve, i.e. 63, 86, 95% for the first, second, and third turnover periods, respectively. In the majority of experiments, the exponential decay rate matched the inverse of the theoretical hydraulic detention time of the system. The results showed that none of the investigated parameters had any significant impact on the tracer removal efficiency. Increasing removal efficiencies of current treatment technologies such as sand and cartridge filters from approximately 25-90% would provide significant improvements in the rate of removal of Cryptosporidium-sized particles. Improving the treatment efficiency beyond 90% would have little additional impact, but further improvements could be achieved by decreasing the system turnover rate.
本研究的主要目的是对一个1:25比例的小型实验游泳池的水力效率进行定量分析,并确定是否可以通过修改诸如周转率、进水/出水配置以及池内混合程度等参数来提高再循环效率。使用氯化钾进行盐示踪剂研究,以确定停留时间分布并描述该游泳池的水力特性。结果表明,示踪剂的去除始终遵循指数衰减曲线,即在第一个、第二个和第三个周转期分别为63%、86%、95%。在大多数实验中,指数衰减率与系统理论水力停留时间的倒数相匹配。结果表明,所研究的参数对示踪剂去除效率均无显著影响。将当前诸如砂滤器和筒式过滤器等处理技术的去除效率从约25%提高到90%,将显著提高隐孢子虫大小颗粒的去除率。将处理效率提高到90%以上的额外影响不大,但通过降低系统周转率可以实现进一步的提高。