稻草作为可持续处理灰色废水的介质:以埃及达米埃塔为例

K. H. El-Ezaby, A. Soliman, A. Hasaballah
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引用次数: 0

摘要

目前的研究旨在评估使用农业废弃物(稻草)和砂砾(处理系统A)处理灰色废水的可行性,并与其他处理系统(B、C和D)进行比较。其他处理系统包含不同的处理介质,如只使用砂砾、砂砾旁边的活性炭、烧成粘土和砂砾分别作为废水过滤器。从埃及Damietta省选定的三个家庭收集灰色废水样本,并使用四种不同的处理系统进行处理。按照标准的分析方法,对处理前后灰废水的温度、pH、浊度、TDS、EC、nh3、O.P、BOD、COD等理化特性进行了检测。此外,还检测了TBC、TC和大肠杆菌等微生物特性。结果表明,经应用处理系统处理后的灰色废水的理化特性符合污水排放系统的ESL标准。结果表明,性价比高的处理系统(A)在去除部分理化特征方面效果最好,特别是对BOD、TDS和EC的去除率分别为77.54±4.21%、47.74±17.62%和45.84±16.96%。同时,该系统对浊度、COD、nh3、OP的平均去除率分别为86.14±10.49%、84.76±1.77%、74.5±16.11%、71.77±8.12%,均达到较好的去除效果。此外,该方法对未消毒的灰废水的微生物特征有较大幅度的去除,大肠杆菌和TBC的去除率分别达到94.42%和69.33%。
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Rice Straw as a Sustainable Treatment Medium for Grey Wastewater: Case Study in Damietta, Egypt
The current study aimed to assess the feasibility of using agricultural waste (rice straw), along-with sand and gravel (treatment system A), to treat grey wastewater in comparison to other treatment systems (B, C, and D), which contain diverse treatment media, like sand and gravel only, activated carbon beside sand and gravel, and fired clay along-with sand and gravel, respectively, as wastewater filters. Grey wastewater samples were collected from three selected homes in Damietta Governorate, Egypt, and treated using the four different treatment systems. According to the standard methods of analyses, some physico-chemical characteristics of the grey wastewater, including: temperature, pH, turbidity, TDS, EC, NH 3 , O.P, BOD, and COD, were examined before and after the treatment. Moreover, microbiological characteristics such as TBC, TC, and E. coli were also inspected. The results showed that the physico-chemical characteristics of the treated grey wastewater via the applied treatment systems complied with the ESL for effluents discharged to the sewer systems. The outcomes revealed that the cost-effective treatment system (A) was the best in removing some physico-chemical characteristics compared to the other applied systems, especially in removing BOD, TDS, and EC with mean percent removal of 77.54±4.21%, 47.74±17.62%, and 45.84±16.96%, respectively. Simultaneously, this system achieved good elimination of Turbidity, COD, NH 3 , and OP with mean removal rates of 86.14±10.49%, 84.76±1.77%, 74.5±16.11%, and 71.77±8.12%, successively. Moreover, it has substantially removed some microbiological characteristics from the grey wastewater without disinfection and attained removal rates of 94.42% and 69.33% for E. coli and TBC, respectively.
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