Thivhonali Kenneth Masindi, T. Gyedu-Ababio, L. Mpenyana-Monyatsi
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The WWTWs have experienced numerous system failures due to aging systems and pressure on deteriorating facilities, resulting in raw wastewater discharges into catchments. Furthermore, the study revealed that factors such as population growth, poor operation and maintenance of WWTWs, poor budgeting, and a lack of well-trained personnel contributed to WWTW failure. The effluent quality in both WWTWs met the National Water Act of South Africa’s effluent discharge standards for pH (ranged from 6.90 to 9.30), EC (ranged from 20.80 to 87.50 mS/m), ammonia (ranged from 7.22 to 86.80 mg/L as N), nitrate/nitrite (ranged from 0.10 to 0.73 mg/L as N), and ortho-phosphate (ranged from 0.01 to 6.50 mg/L as P). While COD levels in both WWTWs (ranging from 25.00 to 149.00 mg/L) were over the limit during some months of the study period. The study also discovered that E. coli counts were low upstream but high in both the WWTWs point of discharge and downstream for both catchments. The study, therefore, established a connection between wastewater treatment plants and water quality parameters as well as poor water quality linked to the condition of the WWTWs. The study recommends that effective measures be implemented to address the challenges.","PeriodicalId":20301,"journal":{"name":"Pollutants","volume":null,"pages":null},"PeriodicalIF":0.0000,"publicationDate":"2022-12-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Pollution of Sand River by Wastewater Treatment Works in the Bushbuckridge Local Municipality, South Africa\",\"authors\":\"Thivhonali Kenneth Masindi, T. Gyedu-Ababio, L. Mpenyana-Monyatsi\",\"doi\":\"10.3390/pollutants2040033\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Pollution of water sources is a global issue that primarily affects rural communities that rely on these water sources for domestic purposes on a daily basis. 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引用次数: 0
摘要
水源污染是一个全球性问题,主要影响到日常生活依赖这些水源的农村社区。该研究的目的是确定布什巴克里奇市污水处理厂(WWTWs)的污水是否对沙河集水区造成污染。调查是在Dwarsloop和Thulamahashe两个污水处理厂进行的。调查问卷用于收集参与者的信息。每月从处理厂和沙河采集水样,测定理化参数和大肠菌群计数。研究发现,污水处理厂是沙河集水区的主要污染源。污水处理厂正面临着前所未有的机械和技术挑战。由于系统老化和设施老化的压力,污水处理厂经历了多次系统故障,导致原始废水排放到集水区。此外,该研究还揭示了人口增长、污水处理厂的运营和维护不善、预算不足以及缺乏训练有素的人员等因素是造成污水处理厂失败的原因。污水质量在两个WWTWs会见了南非国家水法案的污水排放标准的pH值(从6.90到9.30不等),电子商务(范围从20.80到87.50 mS / m),氨(范围从7.22到86.80 mg / L, N)、硝酸盐或亚硝酸盐(范围从0.10到0.73 mg / L, N),和ortho-phosphate(范围从0.01到6.50 mg / L P)。而两WWTWs鳕鱼水平(从25.00到149.00 mg / L)是在限制研究的几个月期间。该研究还发现,上游的大肠杆菌数量较低,但两个集水区的污水处理厂排放点和下游的大肠杆菌数量都很高。因此,该研究建立了污水处理厂与水质参数之间的联系,以及与污水处理厂状况有关的水质差。该研究建议采取有效措施应对这些挑战。
Pollution of Sand River by Wastewater Treatment Works in the Bushbuckridge Local Municipality, South Africa
Pollution of water sources is a global issue that primarily affects rural communities that rely on these water sources for domestic purposes on a daily basis. The study’s goal was to determine if the effluent from the Bushbuckridge Municipality’s Waste Water Treatment Works (WWTWs) contributes to the pollution of the Sand River Catchment. The investigation was conducted at two WWTWs, Dwarsloop and Thulamahashe. A questionnaire was used to collect information from participants. Water samples were collected monthly from the treatment plant and Sand River for the determination of physico-chemical parameters and coliform counts. The study found that the WWTWs were the main sources of the pollution of the Sand River Catchment. The WWTWs are confronting unprecedented mechanical and technical challenges. The WWTWs have experienced numerous system failures due to aging systems and pressure on deteriorating facilities, resulting in raw wastewater discharges into catchments. Furthermore, the study revealed that factors such as population growth, poor operation and maintenance of WWTWs, poor budgeting, and a lack of well-trained personnel contributed to WWTW failure. The effluent quality in both WWTWs met the National Water Act of South Africa’s effluent discharge standards for pH (ranged from 6.90 to 9.30), EC (ranged from 20.80 to 87.50 mS/m), ammonia (ranged from 7.22 to 86.80 mg/L as N), nitrate/nitrite (ranged from 0.10 to 0.73 mg/L as N), and ortho-phosphate (ranged from 0.01 to 6.50 mg/L as P). While COD levels in both WWTWs (ranging from 25.00 to 149.00 mg/L) were over the limit during some months of the study period. The study also discovered that E. coli counts were low upstream but high in both the WWTWs point of discharge and downstream for both catchments. The study, therefore, established a connection between wastewater treatment plants and water quality parameters as well as poor water quality linked to the condition of the WWTWs. The study recommends that effective measures be implemented to address the challenges.