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描述滞留池排空对污水一级处理的潜在影响:城市污水溢流管理的新要素。

Characterization of the potential impact of retention tank emptying on wastewater primary treatment: a new element for CSO management.

机构信息

Département de génie civil et de génie des eaux, Université Laval, 1065 av. de la Médecine, Québec, Qc, Canada G1V 0A6.

出版信息

Water Sci Technol. 2011;64(9):1898-905. doi: 10.2166/wst.2011.763.

Abstract

Theoretical studies have shown that discharges from retention tanks could have a negative impact on the WWTP's (Wastewater Treatment Plant) effluent. Characterization of such discharges is necessary to better understand these impacts. This study aims at: (1) characterizing water quality during emptying of a tank; and (2) characterizing the temporal variation of settling velocities of the waters released to the WWTP. Two full-scale sampling campaigns (18 rain events) have been realized in Quebec City and laboratory analyses have shown a wide variability of total suspended solids (TSS) and Chemical Oxygen Demand (COD) concentrations in the water released from the tank. Suspended solids seem to settle quickly because they are only found in large amounts during the first 15 min of pumping to the WWTP. These solids are hypothesized to come from the pumping in which solids remained after a previous event. When these solids are evacuated, low TSS containing waters are pumped from the retention tank. A second concentration peak occurs at the end of the emptying period when the tank is cleaned with wash water. Finally, settling velocity studies allowed characterizing combined sewer wastewaters by separating three main fractions of pollutants which correspond to the beginning, middle and end of emptying. In most cases, it is noticed that particle settling velocities increase as the pollutant load increases.

摘要

理论研究表明,滞留池的排放可能对污水处理厂(Wastewater Treatment Plant)的出水产生负面影响。为了更好地了解这些影响,有必要对这些排放物进行特征描述。本研究旨在:(1)描述排空时的水质特征;(2)描述释放到污水处理厂的水的沉降速度的时间变化。在魁北克市进行了两次全规模采样活动(18 次降雨事件),实验室分析表明,从池中释放的水中总悬浮固体(TSS)和化学需氧量(COD)浓度变化很大。悬浮固体似乎沉降得很快,因为在向污水处理厂泵送的最初 15 分钟内,它们只大量存在。这些固体被假设是来自先前事件后的泵送过程中残留的固体。当这些固体被排空时,低 TSS 含量的水从滞留池中被抽出。当用冲洗水排空结束时,会出现第二个浓度峰值。最后,沉降速度研究通过分离排空开始、中期和结束时的三个主要污染物分数,对合流制污水进行了特征描述。在大多数情况下,随着污染物负荷的增加,颗粒沉降速度会增加。

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