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Evaluation of the quality indices of the final effluents of two wastewater treatment plants in buffalo City Metropolitan Municipality in the Eastern Cape Province

机译:东开普省水牛城市大都市两个污水处理厂最终污水质量指标评价

摘要

Waste waters can be sources of pollution to surface water and the environment with severe implications for public health. Most treatment plants in the Buffalo City Municipality in the Eastern Cape Province discharge their treated effluent into the surface waters which directly and indirectly impacts on the quality of surface waters in the region. The objective of this study was to determine the microbiological and physicochemical qualities of the final effluents of two wastewater treatment plants in the Buffalo City Municipality in the Eastern Cape Province of South Africa over a period of 12 months (September 2012 to August 2013). The qualities of the final effluents of WW-Ama Wastewater Treatment Plant with respect to phosphate (3.9 mg/l - 20.6 mg/l), free chlorine (0.05 mg/l - 0.71 mg/l), chemical oxygen demand (COD) (4.7 mg/l - 211 mg/l), and faecal coliform (0 - 2.92 × 104 CFU/100 ml) were not in compliance with the permissible limits set for effluent discharged to surface water by South Africa guidelines for effluent discharge. Other physicochemical parameters like biological oxygen demand (BOD) (2.2 mg/l - 9.0 mg/l), total dissolve solid (TDS) (253 mg/l - 336.3 mg/l) and turbidity (4.8 NTU - 43.20 NTU) with no SA regulatory set limits were compared to other regulatory standards and they do not comply with the limits. Also, at the second WWTP’s, the WW-Dim Treatment Plant effluent quality for free chlorine (0.06 mg/l - 7.2 mg/l), BOD (0.1 mg/l - 7.4 mg/l), and turbidity (4.02 NTU - 24.3 NTU) also did not comply. For microbiological qualities, counts of presumptive E. coli and Vibrio ranged between 0 - 2.92 × PROFESSOR ANTHONY I. OKOHAntibiogram of the bacterial isolates were determined using the disk diffusion method. A total of 107 confirmed E. coli and 100 confirmed Vibrio spp. were used for this assay. Results of antibiotic sensitivity test revealed that 63.6% of the E. coli isolates were resistance to ampicillin while 49.5% were resistant to tetracycline and cephalothin. The least resistances were observed against gentamicin (3.7%) and cefotaxime (1.9%). No resistance was observed against meropenem. For the Vibrio spp, resistance was most frequently observed against tetracycline (38%) ampicillin (26%), chloramphenicol (16%), cefotaxime (14%), trimethoprim-sulfamethoxazole (13%) and the least resistance observed was against ciprofloxacin (1%). This study demonstrates that poorly treated wastewater effluent can be a source of eutrophic water with high nutrient levels and pathogenic bacteria and enteric viruses as well as antibiotic resistance determinants that could impact negatively on human health. The finding of this study also suggests that WWTPs have to be properly monitored and controlled to ensure compliance to set guidelines. This could be attained through the application of appropriate treatment processes, which will help to minimize possible dangers to public environment health.
机译:废水可能是对地表水和环境的污染源,严重影响公共卫生。东开普省布法罗市的大多数污水处理厂将处理后的废水排放到地表水中,这直接或间接地影响了该地区的地表水质量。这项研究的目的是确定南非东开普省布法罗市的两个废水处理厂最终废水在12个月内(2012年9月至2013年8月)的微生物学和理化性质。 WW-Ama废水处理厂的最终废水相对于磷酸盐(3.9 mg / l-20.6 mg / l),游离氯(0.05 mg / l-0.71 mg / l),化学需氧量(COD)的质量( 4.7 mg / l-211 mg / l)和大肠菌群(0-2.92×104 CFU / 100 ml)不符合南非污水排放准则规定的排放到地表水中的排放限值。其他理化参数,例如生物需氧量(BOD)(2.2 mg / l-9.0 mg / l),总溶解固体(TDS)(253 mg / l-336.3 mg / l)和浊度(4.8 NTU-43.20 NTU),无SA法规设置的限制与其他法规标准进行了比较,它们不符合限制。同样,在第二个污水处理厂,WW-Dim处理厂的废水质量为游离氯(0.06 mg / l-7.2 mg / l),BOD(0.1 mg / l-7.4 mg / l)和浊度(4.02 NTU-24.3) NTU)也没有遵守。对于微生物质量,推定的大肠杆菌和弧菌的计数范围为0-2.92×ANTHONY教授I. OKOH使用圆盘扩散法测定了细菌分离株的抗菌谱。总共107株确诊的大肠杆菌和100株确诊的弧菌。用于该测定。抗生素敏感性试验的结果表明,有63.6%的大肠杆菌分离株对氨苄青霉素具有抗药性,而对四环素和头孢菌素则有49.5%。庆大霉素(3.7%)和头孢噻肟(1.9%)的耐药性最小。没有观察到对美洛培南的抗药性。就弧菌而言,最常见的是对四环素(38%)氨苄青霉素(26%),氯霉素(16%),头孢噻肟(14%),甲氧苄氨磺胺甲基恶唑(13%)的耐药性,而观察到的耐药性最低的是对环丙沙星( 1%)。这项研究表明,处理不当的废水可能是营养水平高的富营养化水的来源,而致病细菌和肠病毒以及可能对人类健康产生负面影响的抗生素耐药性决定因素。这项研究的发现还表明,必须对污水处理厂进行适当的监视和控制,以确保其遵守既定准则。这可以通过应用适当的处理程序来实现,这将有助于最大程度地减少对公共环境健康的危害。

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    Osuolale Olayinka O;

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  • 年度 2015
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