Alsulaili Abdalrahman D, Hamoda Mohamed F, Al-Jarallah Rawa, Alrukaibi Duaij
Department of Civil Engineering, Kuwait University, P.O. Box 5969, Safat 13060, Kuwait E-mail:
Water Sci Technol. 2017 May;75(9-10):2119-2129. doi: 10.2166/wst.2017.088.
This study presented performance data on a low cost and easy maintenance pilot system for on-site treatment and reuse of water collected from wash sinks and fountains, as major sources of greywater (GW) at schools. Various treatment options were studied including screening, sand filtration, chlorination, and UV disinfection operated at different flow rates. Results showed that filtration operated at low rates is very effective in total suspended solids (TSS) removal, while UV proved to be more effective than chlorination for reduction of biochemical oxygen demand (BOD), chemical oxygen demand (COD), and total coliforms. Removal efficiencies up to 63%, 30% and 20% were obtained for TSS, COD and BOD, respectively and reductions of log TC (CFU/100 ml) from 6.5 to 2 were obtained at a filtration rate of 14 m/d·m. Treated effluent satisfied WHO standards for reclaimed water reuse in landscape irrigation and toilet flushing. The filtration-UV system is robust, showing the best and most reliable performance for low and high strength GW treatment even under a 10-fold increase in flow rate. A 5 m/d pilot plant was developed for schools having 500 students and detailed cost-benefit analysis indicated a net saving value, a surplus of $1,600 per year, and pay back after 6 years and 11 months.
本研究展示了一种低成本且易于维护的中试系统的性能数据,该系统用于现场处理和回用从洗手池和喷泉收集的水,这些是学校中灰水(GW)的主要来源。研究了各种处理方案,包括在不同流速下运行的筛分、砂滤、氯化和紫外线消毒。结果表明,低流速运行的过滤对去除总悬浮固体(TSS)非常有效,而紫外线在降低生化需氧量(BOD)、化学需氧量(COD)和总大肠菌群方面比氯化更有效。TSS、COD和BOD的去除效率分别高达63%、30%和20%,在过滤速率为14 m/d·m时,总大肠菌群(CFU/100 ml)的对数从6.5降至2。处理后的出水符合世界卫生组织(WHO)关于景观灌溉和厕所冲洗中水回用的标准。过滤-紫外线系统性能稳定,即使在流速增加10倍的情况下,对于低强度和高强度灰水的处理也表现出最佳和最可靠的性能。为拥有500名学生的学校开发了一个5 m/d的中试装置,详细的成本效益分析表明有净节约价值,每年盈余1600美元,6年11个月后可收回成本。