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Water treatment plant sludge disposal into stabilization ponds

机译:将水处理厂的污泥排入稳定池

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Researchers have paid particular attention to the disposal of sludge produced inwater treatment plants (WTPs) into wastewater treatment plants (WWTPs) for further processing, mainly because it is considered an attractive alternative for the treatment of waste generated in water production processes. This study evaluated the effects of flow equalization and disposal of sludge, from a conventional WTP, into a WWTP system that includes an anaerobic stabilization pond followed by a facultative pond. During the period of sludge discharge from the WTP into the wastewater system, the influent to the WWTP presented an increase of 17% (from 171 to 200 mg L-1) of total suspended solids (TSS) and a 7.0% flow rate increase, without showing adverse effects on the organic load, TSS and nutrients removal. The most significant impact observed in the WWTP was the increase of solids accumulation rate in the anaerobic pond, with a value of 141 mm/year during the sludge discharge period. The operating time, before the dredging and desludging cycles required for this specific anaerobic pond, decreased from 12.7 to 10.4 years, which is consistent with previous studies in literature. Thus, based on the observed parameters of this study, it is viable to release solids froma WTP effluent into a WWTP that includes anaerobic stabilization ponds followed by a facultative pond. Indeed, this process scheme becomes a viable technical, environmental, and economical alternative for small to medium WWTPs.
机译:研究人员特别关注将水处理厂(WTP)中产生的污泥处置到废水处理厂(WWTP)中进行进一步处理,这主要是因为它被认为是处理水生产过程中产生的废物的有吸引力的替代方法。这项研究评估了从常规污水处理厂到污水处理厂系统的流量均衡和污泥处理的效果,污水处理厂系统包括一个厌氧稳定池和一个兼性池。在从污水处理厂向废水系统排放的污泥期间,进入污水处理厂的污水占总悬浮固体(TSS)的数量增加了17%(从171到200 mg L-1),流量增加了7.0%,不会对有机负荷,TSS和养分去除产生不利影响。污水处理厂中观察到的最显着影响是厌氧池中固体沉积速率的增加,污泥排放期间的累积值为141毫米/年。在此特定厌氧池所需的疏通和除泥周期之前,操作时间从12.7年减少到10.4年,这与以前的文献研究一致。因此,根据本研究的观察参数,将废水中的固体释放到包括厌氧稳定池和兼性池的污水处理厂中是可行的。的确,对于中小型污水处理厂,该工艺方案已成为可行的技术,环境和经济选择。

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