首页> 外文期刊>International Journal of Environmental Research and Public Health >Removal Efficiency of Faecal Indicator Organisms, Nutrients and Heavy Metals from a Peri-Urban Wastewater Treatment Plant in Thohoyandou, Limpopo Province, South Africa
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Removal Efficiency of Faecal Indicator Organisms, Nutrients and Heavy Metals from a Peri-Urban Wastewater Treatment Plant in Thohoyandou, Limpopo Province, South Africa

机译:南非林波波省Thohoyandou周边城市污水处理厂的粪便指示生物,营养素和重金属的去除效率

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Wastewater treatment facilities are known sources of fresh water pollution. This study was carried out from January to June 2014 to assess the reduction efficiency of some selected contaminants in the Thohoyandou wastewater treatment plant (WWTP). The pH and electrical conductivity of the effluent fell within the South African wastewater discharge guidelines. The WWTP showed the chemical oxygen demand reduction efficiency required by the Department of Water Affairs (DWA) guidelines of 75 mg/L for the months of April and June, although it was below this standard in March and May. Free chlorine concentration varied between 0.26–0.96 mg/L and exceeded the DWA guideline value of 0.25 mg/L. The concentration of nitrate-nitrogen (NO3? N) in the influent and effluent varied between 0.499–2.31 mg/L and 7.545–19.413 mg/L, respectively. The concentration of NO3? N in the effluent complied with DWA effluent discharge standard of 15 mg/L, except in April and May. Phosphate concentrations in the influent and effluent were in the ranges of 0.552–42.646 mg/L and 1.572–32.554 mg/L, respectively. The WWTP showed reduction efficiencies of E. coli and Enterococci during some sampling periods but the level found in the effluent exceeded the recommended guideline value of 1000 cfu/100 mL for faecal indicator organisms in wastewater effluents. Consistent removal efficiencies were observed for Al (32–74%), Fe (7–32%) and Zn (24–94%) in most of the sampling months. In conclusion, the Thohoyandou WWTP is inefficient in treating wastewater to the acceptable quality before discharge.
机译:废水处理设施是已知的淡水污染源。这项研究于2014年1月至2014年6月进行,以评估Thohoyandou废水处理厂(WWTP)中某些选定污染物的还原效率。废水的pH值和电导率均在南非废水排放准则之内。污水处理厂显示水务部(DWA)指南要求的4月和6月月份减少化学需氧量的效率为75 mg / L,尽管3月和5月低于此标准。游离氯浓度在0.26-0.96 mg / L之间变化,并超过DWA准则值0.25 mg / L。进水和出水中的硝酸盐氮(NO3?N)浓度分别在0.499–2.31 mg / L和7.545–19.413 mg / L之间变化。 NO3的浓度?除4月和5月外,废水中的N符合DWA废水排放标准,为15 mg / L。进水和出水中的磷酸盐浓度分别为0.552–42.646 mg / L和1.572–32.554 mg / L。污水处理厂在某些采样期间显示出大肠杆菌和肠球菌的降低效率,但在废水中发现的水平超过了粪便指示生物建议的指导标准值1000 cfu / 100 mL。在大多数采样月份中,Al(32–74%),Fe(7–32%)和Zn(24–94%)观察到一致的去除效率。总之,Thohoyandou污水处理厂无法有效地将废水处理至排放前的可接受质量。

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