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Performance Evaluation Of Biosimulator For Treating Domestic Wastewater Using activated Sludge Treatment System

机译:活性污泥处理系统生物模拟器处理生活污水的性能评估

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This research investigation was aimed at demonstrating the performance evaluation of pilotactivated sludge treatment system (biosimulator; model MF-114). An intensive analytical program was followed forevaluating the performance efficiency of the biosimulator by maintaining the dissolved oxygen (DO) concentration at4.0 mg/L throughout the study period. Biosimulator performance was evaluated after every 2 hours and analyzed forpH, DO, COD, ammonia-nitrogen (NH3-N), nitrite-nitrogen (NO2-N) and nitrate-nitrogen (NO3-N). In all tenexperimental replicates were performed and the mean figures are taken for discussion. Although no significantvariation in the pH was observed during the study period but the mean pH values of the samples during the treatmentprocess gradually increased and it ranged from 6.81-7.52. The removal of COD was found to be in direct relationshipwith retention time and the mean COD of the raw wastewater samples ranged from 164-1160 mg/L whereas it gotreduced considerably during the treatment process and the mean removal efficiency was found to be 86%. The CODand NO2-N removal efficiency was better than NH3-N and NO3-N this is considered to be satisfactory especially withrespect to organic loading and retention time. Similarly, the mean NH3-N values of wastewater after 29 hours oftreatment were found to be fluctuating between 14.52-20.54 mg/L whereas the mean NO3-N level of the rawwastewater ranged from 0.106-0.279 mg/L. The overall conditions were very much favorable even at high organicloading and minimum retention time. It is therefore concluded that the system is practically feasible for the treatmentof wastewater containing high content of organic matter.
机译:这项研究旨在证明中试污泥处理系统(生物模拟器; MF-114型)的性能评估。通过在整个研究期间将溶解氧(DO)浓度保持在4.0 mg / L,进行了深入的分析程序,以评估生物模拟器的性能效率。每2小时评估一次生物模拟器的性能,并分析其pH,DO,COD,氨氮(NH3-N),亚硝酸盐氮(NO2-N)和硝酸盐氮(NO3-N)。在所有十个实验中均进行了重复实验,并取了均值进行讨论。虽然在研究期间没有观察到pH的显着变化,但是在处理过程中样品的平均pH值逐渐增加,并且在6.81-7.52的范围内。发现化学需氧量的去除与保留时间直接相关,原废水样品的平均化学需氧量在164-1160 mg / L的范围内,而在处理过程中则明显降低,平均去除效率为86%。 COD和NO2-N的去除效率要好于NH3-N和NO3-N,这被认为是令人满意的,特别是在有机物负载和保留时间方面。同样,处理29小时后,废水的平均NH3-N值在14.52-20.54 mg / L之间波动,而原废水的NO3-N的平均水平在0.106-0.279 mg / L范围内。即使在高有机负载量和最短保留时间下,整体条件也非常有利。因此可以得出结论,该系统对于处理有机物含量高的废水是切实可行的。

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