EVALUATION OF PEAT AND COMPOST FILTRATION FOR THE TREATMENT OF THE EFFLUENT OF YARD WASTE COMPOSTING FACILITIES

Citation
C. Lafrance et al., EVALUATION OF PEAT AND COMPOST FILTRATION FOR THE TREATMENT OF THE EFFLUENT OF YARD WASTE COMPOSTING FACILITIES, Canadian journal of civil engineering, 23(5), 1996, pp. 1041-1050
Citations number
32
Categorie Soggetti
Engineering, Civil
ISSN journal
03151468
Volume
23
Issue
5
Year of publication
1996
Pages
1041 - 1050
Database
ISI
SICI code
0315-1468(1996)23:5<1041:EOPACF>2.0.ZU;2-K
Abstract
Yard waste compost leachates may contain relatively high concentration s of organic matter and thus require treatment before being released i nto the environment. The leachate used in this study is characterized by variations in organic content, BOD5 (biochemical oxygen demand afte r a 5-day incubation period at 20 degrees C) varying from 100 to 5000 mg/L. Promising results were obtained in the laboratory using 20-L bio filters of pear and compost as filtering media for the treatment of th is effluent. BOD5 reductions of 82% at an organic loading of 0.21 kg B OD5/m(3) . d, and of more than 80% for SS (suspended solids) were obta ined. Residual color in the effluent of the columns, leached from the humic material used as filtering medium, affected COD reduction, which reached 70% at best. Compost biofilters were as efficient as peat bio filters for reduction of SS and BOD5, and could be regarded as economi cal filtering media for treating leachate from composting sites. Howev er, the effluents treated by these units did not meet Quebec standards for release into some surface water systems or storm sewers when the higher organic loads were used (0,21 and 0,42 kg BOD5/m(3) . d).