Application of Micro-Flocculation Direct Filtration for Reservoir Water Derived from Yellow River

Mei Li; Ting Lin Huang; Hong Bo Wang

doi:10.4028/www.scientific.net/AMM.90-93.2933

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 90-93Application of Micro-Flocculation Direct...

Application of Micro-Flocculation Direct Filtration for Reservoir Water Derived from Yellow River

Abstract:

Aiming at the water quality characteristics of low turbidity and low temperature of the Reservoir Water derived from Yellow River(RWDFYR), the technology of micro-flocculation direct filtration for RWDFYR was studied. The effluent index such as COD_Mn, UV₂₅₄, TOC and turbidity was investigated under the different filtration rate conditions of 4m/h, 5m/h, 6m/h, 8m/h and 10m/h. The results show that the value of removal efficiency of turbidity reached at 98%, and the value of removal efficiency of organic matter was 40% also. In this study, the removal effect was good under the filtration rate of 6m/h. Moreover, the removal effect of different filter layers was also carried out. Finally, it concluded that the backwashing cycle of filter layer should not exceed 3days.

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Periodical:

Applied Mechanics and Materials (Volumes 90-93)

Pages:

2933-2938

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.90-93.2933

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Online since:

September 2011

Authors:

Mei Li, Ting Lin Huang, Hong Bo Wang

Keywords:

Direct Filtration, Flotation-Filter, Low Turbidity and Temperature, Micro-Flocculation

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References

[1] Li Weiguang,Qu Yanming, He Wenjie,et al.Application of Ozone/BAC to low-temperature and low-turbidity water treatment[J].Technology of Water Treatment, 2006, 32(1): 4~6.

Google Scholar

[2] Li Xiaoxiao，Zhang Yuejun，Zhao Xiaolei,et al. Studies on the treatment of the Beidu River raw water with low turbidity and low temperature by enhanced coagulation[J]. Industrial Water Treatment, 2007, 27(7): 42~44..

Google Scholar

[3] Duan Gending, Wu Qi, Luo Xinfeng. Safety analysis on aluminum ion on Xi an's tap-water [J]. Journal of Xi'an Aero technical College, 2007, 25(1): 36~37.

Google Scholar

[4] Liu Yang, Zhang Sheng, Zhang Xiaojian. Treatment of low temperature and low turbidity raw water with compact flofilter of dissolved air flotation and GAC deep bed filtration by direct filtration[J].Techniques and Equipment for Environmental Pollution Control, 2007, 25(1): 36~37.

DOI: 10.2166/ws.2004.0090

Google Scholar