聚合氯化铝对喀土穆北部污水的物理化学处理

Ahmed Yousif A. Mohamed, Asim Elsanosi O. Elnour, Mohamed A. A. Khadam
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摘要

本文重点介绍了在Haj Yousif (Wad Dafeah)喀土穆北处理厂采用常规活性污泥法处理工业废水和生活废水的可能性。利用聚氯化铝(PAC)作为混凝剂,进行了实验室规模的实验,以确定将废水样品的浊度降低到最低水平的最佳剂量。实验室规模模型的结果表明,0.8 ml/l的PAC剂量可以显著去除浊度(从原始污水的浊度bbb1000 NTU到处理后出水的浊度为18 NTU)。从实验室规模实验中获得的0.8ml/l的剂量应用于在处理厂(Wad Dafeah)现场建立的容量为30 m3/d的中试工厂。中试工厂中使用的工艺装置的电力消耗最小或可以忽略不计。它们包括用于快速混合混凝剂的倒置水力旋流器,用于实现水力温和混合的管道布置,用于絮凝过程的垂直沉淀池,用于提高颗粒的有效沉降,以及使用快速砂过滤器进行三级处理。中试装置引入BOD5 = 5000mg /l的原污水,处理后出水水质良好。BOD5和SS的去除率均较高(分别为97%和98%)。处理后出水BOD5 = 23 mg/l, SS = 22 mg/l。如果对生活污水等BOD含量较低的原水进行处理,可以显著降低处理所用PAC的高剂量(0.8 ml/l= 1040 mg/l)。在与BOD5 =350 mg/l的生活污水平行研究中,所需PAC剂量为0.1 ml/l (130 mg/l)。建议回收污泥中的剩余PAC以降低处理成本。本研究采用的方法和方法可以进一步采用其他混凝剂材料,如铁盐或其他类似的当地产品,可以以最小的成本高效地减少废水中有机物的负荷。关键词:生化的;聚氯化铝;倒置水力旋流器
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Physiochemical Treatment of Wastewater Utilizing Polyaluminum Chloride for Khartoum North Wastewater Effluent
This paper focuses on the possibility of applying physiochemical treatment for industrial wastewater combined with domestic wastewater that are currently treated by the conventional activated sludge process in Khartoum North Treatment plant at Haj Yousif (Wad Dafeah). A lab-scale experiment was carried out utilizing Poly aluminum chloride (PAC) as a coagulant for determining the optimum dose to reduce the turbidity of the wastewater sample to the lowest level. The results of the lab-scale model showed that a dose of 0.8 ml/l of the PAC achieved significant removal of turbidity (from turbidity >1000 NTU of raw sewage to turbidity level of 18 NTU of the treated effluent). This dose of 0.8ml/l obtained from the lab-scale experiment was applied in a pilot plant of capacity 30 m3/d erected at the site of the treatment plant (Wad Dafeah). The process units utilized in the pilot plant were of minimum or negligible electrical power consumption. They include an inverted hydro cyclone for flash mixing of the coagulant, pipes arrangement to achieve hydraulic gentle mixing as flocculation process, vertical sedimentation tank to enhance efficient settling of particles and tertiary treatment using a rapid sand filter. Raw sewage of BOD5 = 5000 mg/l was introduced into the pilot plant and excellent quality of treated effluent was obtained. Removal efficiencies of both BOD5 and SS were high (97 % & 98% respectively).Treated effluent had BOD5 = 23 mg/l & SS = 22 mg/l. The high dose of PAC utilized for the treatment (0.8 ml/l= 1040 mg/l) can be reduced significantly if raw wastewater of lower BOD content such as domestic wastewater is treated. In a parallel study with the domestic sewage of BOD5 =350 mg/l, the PAC dose required was 0.1 ml/l (130 mg/l). Recycling of residual PAC in the sludge is recommended to decrease the cost of treatment. The approach & methodology followed in this study can be further adopted using other coagulant material such as ferric salts or other similar local product which can achieve high efficiency in reducing the load of organic substances in the wastewater with minimum cost.Keywords: Physiochemical; Poly aluminum chloride; inverted hydro cyclone
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