Water treatment by multistage filtration utilising gravel prefilters and fabric enhanced slow sand filters.

被引:0
|
作者
Clarke, BA
Lloyd, BJ
Jones, CJ
Evans, HL
机构
关键词
slow sand filters; upflow prefilters; multistage treatment; fabric enhanced;
D O I
暂无
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Pilot plant studies were carried out to investigate the performance of a multistage filtration water treatment system. The system comprised three gravel upflow prefilters of a new design linked in series to parallel slow sand filters. The prefilters contained 0.5m depth of 40mm, 20mm and 10mm nominal aggregate respectively, supported on a raised floor. The slow sand filters of 0.5m and 0.3m depth were ''enhanced'' with 6 layers of polypropylene fabric placed on top of the sand beds. The performance of a fabric only filter, comprising 12 layers of polypropylene fabric, was also evaluated and compared with those of the enhanced slow sand filters. The physical performance of the multistage system was investigated by monitoring turbidity, suspended solids and particle size. A progressive sustained removal of particulates was achieved with product water generally <1 NTU, and <5 NTU for a sharp ''natural raw water peak'' of 400NTU. As well as dealing with the ''natural peak'' turbidity levels the prefilters were subjected to a short challenge with turbidity created by dosing the raw water with a kaolin suspension. A 99% removal of thermotolerant (presumed faecal) coliform was achieved in the multistage system, a feature of the system being progressive faecal coliform removal through the prefilters as well as within the slow sand filters. In addition, short challenges with suspensions of the bacteriophage of Serratia marcescens were carried out.
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页码:313 / 326
页数:14
相关论文
共 37 条
  • [1] Cleaning of upflow gravel prefilters in multistage filtration water treatment plants
    Clarke, BA
    Lloyd, BJ
    Crompton, JL
    Major, IP
    [J]. ADVANCES IN SLOW SAND AND ALTERNATIVE BIOLOGICAL FILTRATION, 1996, : 391 - 401
  • [2] Chemically enhanced gravel pre-filtration for slow filters: advantages and pitfalls
    Dorea, C. C.
    Clarke, B. A.
    [J]. PARTICLE SEPARATION 2005 - DRINKING WATER TREATMENT, 2006, 6 (01): : 121 - 128
  • [3] Water treatment for rural areas by slow sand filtration
    Pizzolatti, B. S.
    Soares, M. B. D.
    Michelan, D. C. G. S.
    Romero, L. G.
    Sens, M. L.
    [J]. 21ST CENTURY WATERSHED TECHNOLOGY: IMPROVING WATER QUALITY AND ENVIRONMENT CONFERENCE PROCEEDINGS, 2010,
  • [4] Treatment Efficiencies of slow sand filtration for landscape water
    Li, Cui
    Wu, Yifan
    Zhang, Liangbo
    Liu, Wen
    [J]. 2010 4TH INTERNATIONAL CONFERENCE ON BIOINFORMATICS AND BIOMEDICAL ENGINEERING (ICBBE 2010), 2010,
  • [5] Evaluation of Roughing and Slow Sand Filters for Water Treatment
    Gamila E. El-Taweel
    Gamila H. Ali
    [J]. Water, Air, and Soil Pollution, 2000, 120 : 21 - 28
  • [6] Evaluation of roughing and slow sand filters for water treatment
    El-Taweel, GE
    Ali, GH
    [J]. WATER AIR AND SOIL POLLUTION, 2000, 120 (1-2): : 21 - 28
  • [7] The pollution of streams and the purification of public water supplies - Comparative efficiency of slow sand and mechanical filters.
    Kober, GM
    [J]. JOURNAL OF THE AMERICAN MEDICAL ASSOCIATION, 1901, 36 : 1162 - 1166
  • [8] Applying Bio-Slow Sand Filtration for Water Treatment
    Liu, Laisheng
    Fu, Yicheng
    Wei, Qingyong
    Liu, Qiaomei
    Wu, Leixiang
    Wu, Jiapeng
    Huo, Weijie
    [J]. POLISH JOURNAL OF ENVIRONMENTAL STUDIES, 2019, 28 (04): : 2243 - 2251
  • [9] A critical overview of household slow sand filters for water treatment
    Freitas, B. L. S.
    Terin, U. C.
    Fava, N. M. N.
    Maciel, P. M. F.
    Garcia, L. A. T.
    Medeiros, R. C.
    Oliveira, M.
    Fernandez-Ibanez, P.
    Byrne, J. A.
    Sabogal-Paz, L. P.
    [J]. WATER RESEARCH, 2022, 208
  • [10] Effect of reduced depth, fabric-protected slow sand filters on treated water quality
    Graham, NJD
    Clarke, BA
    Jones, CJ
    Lloyd, BJ
    [J]. ADVANCES IN SLOW SAND AND ALTERNATIVE BIOLOGICAL FILTRATION, 1996, : 233 - 243