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利用强化磷去除生物滞留技术进行磷形态分析和处理。

Phosphorus speciation and treatment using enhanced phosphorus removal bioretention.

机构信息

Department of Civil and Environmental Engineering, University of Maryland , College Park, College Park, Maryland 20742.

出版信息

Environ Sci Technol. 2014;48(1):607-14. doi: 10.1021/es404022b. Epub 2013 Dec 16.

Abstract

This field research investigated the water quality performance of a traditional bioretention cell retrofitted with 5% (by mass) water treatment residual (WTR) for enhanced phosphorus removal. Results indicate that WTR incorporation into the bioretention media does not negatively influence the infiltration mechanism of the bioretention system. Total suspended solids (TSS), total phosphorus (TP), and particulate phosphorus (PP) concentrations in runoff inflow were significantly reduced compared to outflow due to filtration of particulate matter. TP concentrations were significantly reduced by the bioretention cell; before WTR retrofit TP export occurred. Although net removal of soluble reactive phosphorus (SRP) and dissolved organic phosphorus (DOP) from incoming runoff was not found, leaching of dissolved phosphorus (DP) was prevented not only from incoming runoff, but also from the media and captured PP. Near constant outflow SRP and DOP concentrations suggest an equilibrium adsorption treatment mechanism. Both event mean concentrations and mass loads were reduced for TSS and all P species. Pollutant mass removals were higher than the event mean concentration removals due to the attenuation of volume by the bioretention media.

摘要

本野外研究调查了经过 5%(质量比)水热处理残渣(WTR)改造的传统生物滞留池的水质性能,以增强磷去除效果。结果表明,WTR 掺入生物滞留介质不会对生物滞留系统的渗透机制产生负面影响。由于颗粒物的过滤,与流出物相比,径流水的总悬浮固体(TSS)、总磷(TP)和颗粒态磷(PP)浓度显著降低。生物滞留池显著降低了 TP 浓度;在进行 WTR 改造之前,TP 就已经从出口流出。尽管没有发现从进入的径流水中去除可溶性反应性磷(SRP)和溶解有机磷(DOP),但不仅防止了来自进入的径流水、介质和捕获的 PP 的溶解磷(DP)浸出。流出物中 SRP 和 DOP 浓度接近恒定,表明存在平衡吸附处理机制。TSS 和所有 P 物种的事件平均浓度和质量负荷都降低了。由于生物滞留介质对体积的衰减,污染物质量去除率高于事件平均浓度去除率。

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