Physicochemical and microbiological characterization and of hospital wastewater in Tanzania

Petro Karungamye , Anita Rugaika , Kelvin Mtei , Revocatus Machunda
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Abstract

Given the complex composition of hospital wastewater and the high risk of initiating disease outbreaks, comprehensive monitoring and treatment of hospital wastewater are required to prevent social and environmental consequences. This study investigated the physicochemical and microbiological characteristics of wastewater from the Benjamin Mkapa Hospital in Dodoma Tanzania. The wastewater from this hospital is treated in a horizontal flow Constructed Wetland (CW) planted with Typha latifolia before being discharged into the environments. Wastewater samples were collected at the CW inlet and outlet from 02nd May 2022 to 25th July 2022. The results shows that the effluent discharged had pH 7.48 ± 0.63, electrical conductivity 2441 ± 623 µS/cm, Total dissolved solids 1305.5 ± 396 mg/L, Total suspended solids 49.17 ± 53.11 mg/L, Turbidity 9.1 ± 14.83 NTU, COD 170.4 ± 40.6 mg/L, BOD5 74.8 ± 33.5 mg/L, NO3-N 45.4 ± 39.97 mg/L and PO4-P 4.52 ± 2.30 mg/L. The CW removed TSS by 82% and turbidity 94%. COD, BOD and NO3-N were removed by 48%, 47% and 58% respectively. E. coli concentration in effluent samples ranged from 1.1 × 101 CFU/mL to 1.1 × 102 CFU/mL with an average of 1.77logCFU/mL. Average BOD5/COD ratio was 0.5 and 0.4 for influent and effluent respectively. The effluent contained higher levels of EC, TDS, and PO4-P than the influent. According to the findings of this study, most of the parameters of wastewater effluent discharged wasn't within the effluent discharge standards.

Abstract Image

坦桑尼亚医院废水的理化和微生物特性
鉴于医院废水的成分复杂,引发疾病爆发的风险很高,需要对医院废水进行全面监测和处理,以防止社会和环境后果。本研究调查了坦桑尼亚多多马Benjamin Mkapa医院废水的理化和微生物特性。该医院的废水在排放到环境中之前,在种植有宽叶香蒲的水平流人工湿地(CW)中进行处理。从2022年5月2日至2022年7月25日,在CW入口和出口收集废水样本。结果表明,出水pH值7.48±0.63,电导率2441±623µS/cm,总溶解固体1305.5±396 mg/L,总悬浮固体49.17±53.11 mg/L,浊度9.1±14.83 NTU,COD 170.4±40.6 mg/L,BOD5 74.8±33.5 mg/L,NO3-N 45.4±39.97 mg/L,PO4-P 4.52±2.30 mg/L。CW去除TSS 82%,浊度94%。COD、BOD和NO3-N的去除率分别为48%、47%和58%。出水样品中大肠杆菌浓度范围为1.1×101CFU/mL至1.1×102CFU/mL,平均1.77logCFU/mL。进水和出水的BOD5/COD平均比值分别为0.5和0.4。出水的EC、TDS和PO4-P含量高于进水。根据本研究的结果,污水排放的大部分参数都不在污水排放标准范围内。
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