Treatment of domestic greywater by geotextile filter and intermittent sand filtration bioreactor

被引:18
|
作者
Ochoa, Sebastian Ignacio Charchalac [1 ]
Ushijima, Ken [2 ]
Hijikata, Nowaki [2 ]
Funamizu, Naoyuki [2 ]
机构
[1] Hokkaido Univ, Grad Sch Engn, Kita Ku, Sapporo, Hokkaido 0608628, Japan
[2] Hokkaido Univ, Fac Engn, Kita Ku, Sapporo, Hokkaido 0608628, Japan
来源
JOURNAL OF WATER REUSE AND DESALINATION | 2015年 / 5卷 / 01期
关键词
geotextile; greywater; intermittent sand filter; water reuse; FLOW CONSTRUCTED WETLANDS; CLOGGING PROCESSES; QUALITY; REUSE;
D O I
10.2166/wrd.2014.042
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Intermittent sand filtration (ISF) is an efficient system for treatment of greywater; however, the high quality of effluent and the simple set-up contrast with the high failure rate due to clogging of surface layers. The efficacy of several polypropylene non-woven geotextiles (apparent opening size from 0.10 to 0.18 mm) used as primary treatment filters to remove suspended particles from domestic greywater and the effects of this pretreatment in the performance of fine and small media size (0.3 and 0.6 mm) ISFs was examined. Results showed geotextile achieved suspended solids (SS) removal rates from 25 to 85% and chemical oxygen demand (COD) from 3 to 30%; although the portion larger than 75 mu m was removed at higher rates (55-90%), particles smaller than the nominal pore size of the filter were also captured. Geotextile used as pretreatment resulted in improvement of lifetime of the ISFs over an experimental run of 60 days. The vertical profile of volatile organic matter in the ISFs was evaluated at the end of the experiment and it showed a clear reduction in the accumulation of organic material on the top layer of the ISFs, effectively avoiding its early failure by accumulation of solids.
引用
收藏
页码:39 / 49
页数:11
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