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中东农村地区废水处理的间歇砂滤——一项试点研究。

Intermittent sand filtration for wastewater treatment in rural areas of the Middle East--a pilot study.

作者信息

Sabbah I, Ghattas B, Hayeek A, Omari J, Haj Y, Admon S, Green M

机构信息

R&D Center-The Galilee Society, PO Box 437, Shefa-Amr 20200, Israel.

出版信息

Water Sci Technol. 2003;48(11-12):147-52.

PMID:14753530
Abstract

This paper concentrates on Intermittent Sand Filtration (ISF) as a polishing stage for effluent from a facultative pond. During the three-year research program, the system operated with an influent flow-rate of 500-1,000 L/day and an average BOD concentration of 200-400 hydraulic and BOD loadings of 110-200 L/m2/day and 20-40 gBOD/m2/day, respectively. Flow to the ISF was applied intermittently with a different number of doses in each run. In addition, the effects of the frequency and the duration of rest periods (no feeding) were studied. Removal of 90-95% of BOD and 75-90% of COD and TSS was achieved consistently throughout the study period. Elevated levels of nitrification were observed with 95-100% removal of NH3. The ISF performed best when fed with 5-10 doses/day. Reducing the daily number of doses to 3/day at the same hydraulic loading rate resulted in a 20-30% reduction in removal efficiency. The 2-4 week rest period had no effect on the biological activity in the subsequent run. However, rest periods of more than 30 days were found to negatively affect removal efficiency.

摘要

本文着重研究间歇砂滤(ISF)作为兼性塘出水的抛光处理阶段。在为期三年的研究项目中,该系统运行时进水流量为500 - 1000升/天,平均生化需氧量(BOD)浓度为200 - 400,水力负荷和BOD负荷分别为110 - 200升/平方米·天和20 - 40克BOD/平方米·天。进入ISF的水流是间歇性的,每次运行的投加次数不同。此外,还研究了休止期(不进水)的频率和持续时间的影响。在整个研究期间, consistently实现了90 - 95%的BOD去除率以及75 - 90%的化学需氧量(COD)和总悬浮固体(TSS)去除率。观察到硝化水平升高,氨(NH3)去除率达到95 - 100%。当每天投加5 - 10次时,ISF的性能最佳。在相同水力负荷率下将每日投加次数减少到3次/天,去除效率降低了20 - 30%。2 - 4周的休止期对后续运行中的生物活性没有影响。然而,发现休止期超过30天会对去除效率产生负面影响。

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