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多层建筑中的现场中水(灰水)处理与回用

On-site greywater treatment and reuse in multi-storey buildings.

作者信息

Friedler E, Kovalio R, Galil N I

机构信息

Faculty of Civil and Environmental Engineering, Technion, Haifa 32000, Israel.

出版信息

Water Sci Technol. 2005;51(10):187-94.

Abstract

The paper presents a study of a pilot plant treating light greywater for seven flats. The pilot plant combines biological treatment (RBC) with physicochemical treatment (sand filtration and disinfection). The pilot plant produced effluent of excellent quality, meeting the urban reuse quality regulations, and was very efficient in TSS turbidity and BOD removal: 82%, 98% and 96%, respectively. COD removal was somewhat lower (70-75%) indicating that the greywater may contain slowly-biodegradable organics. The RBC (attached growth biological system) was able to retain most of the solids as a result of bioflocculation; further it was proven to have very stable and reliable performance. Faecal coliforms and heterotrophic reductions were very high (100% and 99.99%, respectively) producing effluent that also met drinking water standards. The combination of low organic matter, nutrients and microbial indicators reduces the regrowth and fouling potentials in the reuse system, thus ensuring safe reuse of the treated greywater for toilet flushing.

摘要

本文介绍了一个为七套公寓处理浅灰水的中试装置的研究。该中试装置将生物处理(转盘生物滤池)与物理化学处理(砂滤和消毒)相结合。该中试装置产生的出水水质极佳,符合城市回用水质规定,并且在去除总悬浮固体、浊度和生化需氧量方面效率很高,分别为82%、98%和96%。化学需氧量的去除率略低(70 - 75%),这表明灰水中可能含有难生物降解的有机物。转盘生物滤池(附着生长生物系统)由于生物絮凝作用能够截留大部分固体;此外,它还被证明具有非常稳定和可靠的性能。粪便大肠菌群和异养菌的去除率非常高(分别为100%和99.99%),产生的出水也符合饮用水标准。低有机物、营养物质和微生物指标的综合作用降低了回用系统中的再生长和结垢可能性,从而确保了经处理的灰水安全回用于厕所冲洗。

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