Kachienga Leonard Owino, Ndou Thendo, Rikhotso Mpumelelo Casper, Traore Afsatou Ndama, Potgieter Natasha
Department of Biochemistry and Microbiology, Faculty of Sciences, Engineering & Agriculture, University of Venda, P/bag x5050, Thohoyandou 0950, South Africa.
Int J Environ Res Public Health. 2025 May 30;22(6):856. doi: 10.3390/ijerph22060856.
The primary sources of widespread pollution in most river catchments are improperly treated final effluents from various wastewater treatment plants (WWTPs), affecting the physicochemical characteristics of the receiving water bodies. Wastewater discharge must be monitored regularly to ensure compliance with national and municipal water quality regulatory/standard restrictions. This study monitored the physicochemical parameters of two typical WWTPs (WWTP A = a peri-urban plant and WWTP B = a rural plant) for 5 months. The physicochemical parameters that were assessed included pH, temperature, total dissolved solids (TDSs), turbidity, chemical oxygen demand (COD), alkalinity, dissolved oxygen (DO), free chlorine, chloride, sulphate, phosphate, ammonium, and electrical conductivity (EC). The evaluation yielded the following results: temperature (14 to 21 °C and 14 to 23 °C), pH (7.2-8.2 and 7.3-8.4), EC (90-800 μs/cm and 80-750 μs/cm), TDSs (65-440 and 55-410 mg/L), alkalinity (2.6-20.9 mg/L), nitrate (0.24-26.5 mg/L), nitrite (0.01-90 mg/L), phosphate (0.0-18.0 mg/L and 0.0-21 mg/L), ammonia (0.2-75 mg/L and 0.8-70 mg/L), sulphate (0.0-18.0 mg/L and 0.0-21 mg/L), chloride (5.0-22.0 mg/L and 2.0-25 mg/L), COD (6.0-710 mg/L and 7.0-800 mg/L), and turbidity (0.4-150 NTU and 1.8-130 NTU) for wastewater treatment A and B, respectively. The results also showed that temperature, pH, TDSs, nitrite/nitrate, chloride, turbidity, alkalinity, sulphate, and free chlorine were among the parameters in the final effluent discharged that met the set guidelines. In contrast, parameters such as COD, EC, phosphate, and ammonia did not meet the guideline values for most of the sampling period for both WWTPs. Furthermore, this study found that WWTPs reduced nitrate, sulphate, phosphate, and COD pollutants by more than 90% while maintaining 60% alkalinity. Temperature, pH, TDSs, EC, Cl, and other parameters were less than 40% for WWTP A and roughly less than 50% for WWTP B.
大多数河流集水区广泛污染的主要来源是来自各种污水处理厂(WWTPs)未经妥善处理的最终废水,这影响了受纳水体的物理化学特性。必须定期监测废水排放,以确保符合国家和城市水质监管/标准限制。本研究对两个典型污水处理厂(污水处理厂A = 一个城郊工厂,污水处理厂B = 一个农村工厂)的物理化学参数进行了5个月的监测。评估的物理化学参数包括pH值、温度、总溶解固体(TDS)、浊度、化学需氧量(COD)、碱度、溶解氧(DO)、游离氯、氯化物、硫酸盐、磷酸盐、铵和电导率(EC)。评估得出以下结果:污水处理厂A和B的温度分别为(14至21°C和14至23°C)、pH值(7.2 - 8.2和7.3 - 8.4)、EC(90 - 800 μs/cm和80 - 750 μs/cm)、TDS(65 - 440和55 - 410 mg/L)、碱度(2.6 - 20.9 mg/L)、硝酸盐(0.24 - 26.5 mg/L)、亚硝酸盐(0.01 - 90 mg/L)、磷酸盐(0.0 - 18.0 mg/L和0.0 - 21 mg/L)、氨(0.2 - 75 mg/L和0.8 - 70 mg/L)、硫酸盐(0.0 - 18.0 mg/L和0.0 - 21 mg/L)、氯化物(5.0 - 22.0 mg/L和2.0 - 25 mg/L)、COD(6.0 - 710 mg/L和7.0 - 800 mg/L)以及浊度(0.4 - 150 NTU和1.8 - 130 NTU)。结果还表明,温度、pH值、TDS、亚硝酸盐/硝酸盐、氯化物、浊度、碱度、硫酸盐和游离氯是排放的最终废水中符合既定准则的参数。相比之下,对于两个污水处理厂的大部分采样期,COD、EC、磷酸盐和氨等参数未达到准则值。此外,本研究发现,污水处理厂将硝酸盐、硫酸盐、磷酸盐和COD污染物减少了90%以上,同时保持了60%的碱度。污水处理厂A的温度、pH值、TDS、EC、Cl等参数减少了不到40%,污水处理厂B大致减少了不到50%。