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
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).