Gaki E, Banou S, Ntigkakis D, Andreadakis A, Borboudaki K, Drakopoulou S, Manios T
Department of Technological Environmental Engineering, Technological Education Institute of Crete, Crete, Greece.
J Environ Sci Health A Tox Hazard Subst Environ Eng. 2007 Apr;42(5):601-11. doi: 10.1080/10934520701244367.
During a 5-month summer period, samples of tertiary treated wastewater flowing in an extensive distribution system composed of storage tanks and pipes were collected at 2-week intervals, from 21 different sampling points, including the exit from the wastewater treatment plant (WWTP). The WWTP producing this effluent treated one of the most popular European tourist resorts on the north coast of the island of Crete, at the southernmost point of Greece. The average summer equivalent population treated by the plant exceeded 50,000, falling to under 5,000 in the winter. The samples were analyzed for total coliforms number (TC in cfu / 100 mL) and residual chlorine concentration (RCHL in mg/L). In almost 60% of the samples the TC number was so large that it could be safe to suggest that the WWTP and distribution system failed to reach the EPA standards for wastewater reuse for tree irrigation (faecal coliforms < or = 200 cfu/100 mL and RCHL < 1 mg/L) due mainly to inflow and septage handling, above designed limits. The licensing operational and reuse standards were set in TC < or = 500 cfu/100 mL, where 76% of the analyzed samples recorded larger values. It was also estimated that in 14% of the samples the wastewater quality failed to reach even the less strict WHO standards of FC < or = 1.000 cfu/100 mL. When chlorination was properly adjusted the effluent quality was improved (last three sets of samplings for each collection point), helped by the WWTP inflow decrease. As a result the values recorded in all tanks and collectors were also improved. However, even then, the required licensing standards were randomly and barely achieved. This suggests that specific wastewater quality standard at the exit of a WWTP do not guarantee that the wastewater will still retain these characteristics at its final application point.
在为期5个月的夏季期间,从21个不同的采样点(包括污水处理厂(WWTP)的出口)每隔两周采集一次在由储水池和管道组成的广泛分配系统中流动的三级处理废水样本。产生这种废水的污水处理厂处理的是希腊最南端克里特岛北海岸最受欢迎的欧洲旅游胜地之一。该厂夏季平均处理的等效人口超过50,000人,冬季则降至5,000人以下。对样本进行了总大肠菌群数(TC,cfu / 100 mL)和余氯浓度(RCHL,mg / L)分析。在几乎60%的样本中,总大肠菌群数非常高,以至于可以有把握地认为,污水处理厂和分配系统未能达到美国环境保护局(EPA)的树木灌溉废水回用标准(粪大肠菌群≤200 cfu/100 mL且RCHL<1 mg/L),主要原因是进水和粪便处理量超过了设计极限。许可的运行和回用标准设定为TC≤500 cfu/100 mL,而76%的分析样本记录的值更高。据估计,在14%的样本中,废水质量甚至未达到世界卫生组织(WHO)较宽松的标准,即FC≤1000 cfu/100 mL。当氯化作用得到适当调整时,废水质量得到了改善(每个采集点的最后三组采样),污水处理厂进水量的减少对此起到了帮助作用。结果,所有储水池和收集器中记录的值也有所改善。然而,即便如此,所需的许可标准仍只是偶尔勉强达到。这表明污水处理厂出口处的特定废水质量标准并不能保证废水在最终使用点仍能保持这些特性。