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Treatment of Residential Complexes' Wastewater using Environmentally Friendly Technology

机译:使用环保技术处理住宅综合体的废水

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Residential complexes discharge huge quantities of wastewater, which has a negative impact on nearby water bodies. Moreover, the treatment of this type of wastewater requires a large area, which could be a challenge as construction sites are normally limited in size. Different technologies have been used for the treatment of residential complexes' wastewater (RCWW). Compared to the conventional wastewater treatments methods, sequencing batch reactors (SBRs) are lower cost and have smaller area requirements and sludge bulking rarely occurs. A considerable number of researchers have been optimising SBR operating conditions to gain a better removal efficiency of undesired wastewater pollutants. However, many researchers have reported bad, slow or incomplete particle settling. This study examines the impact of organic loading rate (OLR) on the effluent quality and sludge settling performance in a sequencing batch reactor. Four SBR reactors were used in this study; the working volume of each one is 51. The reactors were operated under different glucose concentrations (750, 1000, 1250 and 1500 mg/l), constant aeration, 1.0 l/min, ±20 °C temperature and 6 h cycle time. Each cycle of the SBR operation included Fill (30 minutes), React (240 minutes), Settle (30 minutes), Draw (30 minutes) and Idle (30 minutes). Influent and effluent samples were analysed for COD, NH3-N, NO3-N and NO2-N. In addition, the sludge volume index (SVI) and a morphological study were used to study the sludge characteristics. The SVI and morphological study results showed a direct relationship between the glucose concentration and sludge settling behaviour. The results obtained from this study, which operated for 120 days, showed that the sequencing batch reactor could biodegrade up to 93.2%, 95.2%, 94.9% and 96.5% for COD, NH3-N, NO3-N and NO2-N respectively with glucose concentration between 750 and 1250 mg/l, and a steady sludge settling performance occurred during that range.
机译:住宅综合体排放大量废水,对附近的水体产生负面影响。此外,这种类型的废水的处理需要大面积,这可能是挑战,因为建造场所通常尺寸限制。不同的技术已被用于治疗住宅综合体的废水(RCWW)。与常规废水处理方法相比,测序批量反应器(SBR)的成本较低,并且具有较小的区域要求和污泥膨胀很少发生。相当多的研究人员一直在优化SBR操作条件,以获得更好的不希望的废水污染物的效率。然而,许多研究人员报告了糟糕,缓慢或不完整的粒子沉降。本研究探讨了有机加载率(OLR)对测序批量反应器中污水质量和污泥性能的影响。本研究使用了四种SBR反应器;每一个的工作体积为51.反应器在不同的葡萄糖浓度(750,10,1250和1500mg / L)下操作,恒定通气,1.0L / min,±20℃温度和6小时循环时间。 SBR操作的每个循环包括填充(30分钟),反应(240分钟),沉降(30分钟),绘制(30分钟)和空闲(30分钟)。分析了流水和污水样品的COD,NH3-N,NO3-N和NO2-N.此外,使用污泥卷指数(SVI)和形态学研究来研究污泥特性。 SVI和形态学研究结果表明葡萄糖浓度和污泥沉降行为之间的直接关系。从该研究中获得的结果为120天,表明测序批量反应器分别可以分别为COD,NH3-N,NO3-N和NO2-N的93.2%,95.2%,94.9%和96.5%葡萄糖浓度在750和1250mg / L之间,并且在该范围内发生稳定的污泥沉降性能。

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