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Removal of Bulk Pollutants from Wastewater through River Sand during Gravity and Suction Flow Process

机译:在重力和吸入流程过程中通过河砂从废水中取出散装污染物

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This study was conducted to understand the performance of riverbed sediments; river sand was taken from the downstream Kotri barrage for the preparation of filtration bed to treat the wastewater for the removal of bulk water pollutants. The river sand group-A was applied to filter the wastewater under aerobic conditions of the experiments at lab scale. The filtration model was designed to filter water through gravity and suction flow process. The six attempts of sampling and analysis were conducted for 26 days from 7~(th) May to 31~(st) May 2018 at frequency of each attempt after one week of filter run. Filtered water flow rate was observed during both processes which were reduced gradually due to the clogging of filter bed. The reductions during gravity flow from 1.5 L/min to 0.31 L/min and by suction flow from 6.67 L/min to 3.33 L/min were observed during the six attempts of sampling and analysis. However, wastewater dosing rate was kept constant over the filter bed. The filtered water samples through both gravity and suction processes were analyzed to determine the concentrations of turbidity, total coliform, ammonia, nitrate and phosphate. The reduction in turbidity during gravity and suction filtration processes were in range from 99.6 to 95.9 % and 97.3 to 89.1 %. The total coliforms were reduced in the range from 93.3 to 96.2 % and 88.1 to 91.3 %. The ammonia concentrations were reduced in the range from 100 to 66.1 % and 97.9 to 70.8 %. The nitrate concentration reduced in the range from 100 to 70 % and 95 to 50 %. The phosphate reduction range was from 97 to 98.5 % and 66 to 89.6 % respectively.
机译:进行了本研究以了解河床沉积物的表现;河砂从下游的kotri堰栏中取出,用于制备过滤床以治疗废水以去除散装水污染物。应用河砂组A.在实验室规模的实验的有氧条件下过滤废水。过滤模型设计为通过重力和吸入流程过滤水。从7〜(th)可能在2018年5月31〜(st)的频率下,每次尝试一周的过滤器运行后,每次尝试六次采样和分析尝试。在两种过程中观察到过滤水流速,由于过滤床的堵塞逐渐降低。在六次采样和分析的尝试期间观察到重力流量为1.5升/分钟至0.31升/分钟,从6.67L / min的吸入流量为3.33L / min。然而,废水给药速率在过滤床上保持恒定。通过重力和抽吸过程进行过滤水样,以确定浊度,总大肠杆菌,氨,硝酸盐和磷酸盐的浓度。在重力和抽吸过滤过程中的浊度降低范围为99.6至95.9%和97.3至89.1%。总大肠杆菌在93.3%至96.2%和88.1至91.3%的范围内。氨浓度在100至66.1%和97.9%至70.8%的范围内。硝酸盐浓度在100至70%和95至50%的范围内降低。磷酸盐还原范围分别为97至98.5%和66至89.6%。

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