Optimizing Bio-sand Filter (BSF) for Maximum Thermotolerant Coliform (TTC) Removal from Drinking Water in West Bank

Ahmed I.A Saya’Ra
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Abstract

There are about 297,900 Palestinian lives in 532 residential areas in Area c of Palestine (Jarrar, 2019). Many of them rely on rain harvesting into cisterns during winter to fulfill their needs of drinking water. For instance, in Massafer Yatta results of water quality from cisterns showed contamination levels that is ranging from 20-100 CFU/100ml. The Bio-sand filter (BSF) have been prompted extensively for water treatment in households in developing countries. In present study the influence of 9 operating parameters on BSF efficiency for Thermotolerant coliform (TTC) removal was investigated. Results analysis showed that 5 h residence time, and media age more than one month were significant with P-values of 0.0439 and 0.0089, respectively. Charge volume, turbidity and using different cistern to fill BSF had no significant influence. Although the 5 h residence time was significant, it was not sufficient to minimize TTC below the drinking water permissible level of 10 CFU/100ml when influent water had 500 CFU/100ml TTC. In addition to, the use of 5h residence time has led to a reduced filter age around 4 years, the filter efficiency to remove TTC started to gradually decrease after that. The use of sand of 0.18 mm effective size was significant with a P-value of 0.0016. While the temperature itself and inflow rate had no significant influence, the interaction of temperature and effective size was significant with a P-value of 0.0459. Elevated temperature up to 33 °C was found to negatively interfere BSF ability to remove TTC when the filter has effective size of 0.23mm. The influent TTC count had a positive significant effect on the effluent BSF TTC with a P-value of 0.0004. The use of 23h residence time showed the most significant influence among all operation parameters with a P-value <0.0001. The study concluded that the most important operation parameters for BSF to remove 99.8% TTC are 23h residence time and 0.18mm sand effective size. The study recommended to design a BSF that produces more than 20L to be used once every 23h and to replace the top of sand every 4 years at maximum. Optimizing Bio-sand Filter (BSF) for Maximum Thermotolerant Coliform (TTC) Removal from Drinking Water in West Bank International Journal of Research in Environmental Science (IJRES) Page | 29 software. The influence of 9 operating parameters on BSF efficiency for Thermotolerant coliform (TTC) removal was investigated. These parameters were residence time, charge volume, media age, turbidity, changing water source, temperature, sand effective size, influent TTC counts, and inflow rate.
优化生物砂过滤器(BSF)以最大限度地去除西岸饮用水中的耐热大肠菌群(TTC
巴勒斯坦c区532个居住区约有297900名巴勒斯坦人(Jarrar, 2019)。他们中的许多人在冬天依靠收集雨水进入蓄水池来满足他们的饮用水需求。例如,在Massafer Yatta,水箱的水质结果显示污染水平在20-100 CFU/100ml之间。生物砂过滤器(BSF)已在发展中国家的家庭水处理中得到广泛推广。研究了9个操作参数对BSF去除耐热大肠菌群(TTC)效率的影响。结果分析显示,5 h停留时间和培养基龄大于1个月的p值分别为0.0439和0.0089。装药量、浊度及采用不同池填充BSF均无显著影响。虽然5 h的停留时间很重要,但当进水TTC为500 CFU/100ml时,不足以使TTC降至饮用水允许水平10 CFU/100ml以下。此外,使用5h的停留时间导致过滤器的使用年限减少了4年左右,此后过滤器去除TTC的效率开始逐渐下降。有效粒径0.18 mm砂的使用显著,p值为0.0016。温度本身和入流速率的影响不显著,但温度与有效粒径的交互作用显著,p值为0.0459。当过滤器的有效尺寸为0.23mm时,温度升高至33°C会对BSF去除TTC的能力产生负干扰。进水TTC计数对出水BSF TTC有显著正影响,p值为0.0004。在所有操作参数中,23h停留时间的使用影响最为显著,p值<0.0001。研究认为,BSF去除99.8% TTC的最重要操作参数是停留时间为23h,砂体有效粒径为0.18mm。该研究建议设计一个生产20升以上的BSF,每23小时使用一次,最多每4年更换一次砂顶。优化生物砂过滤器(BSF)去除西岸饮用水中最大耐热大肠菌群(TTC)国际环境科学研究(IJRES) Page | 29软件。研究了9个操作参数对BSF去除耐热大肠菌群(TTC)效率的影响。这些参数包括停留时间、装药量、介质年龄、浊度、变化水源、温度、砂粒有效粒径、进水TTC计数和入流速率。
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