Effects of periods of nonuse and fluctuating ammonia concentration on biofilter performance.
A systematic study on the transient behavior of odor treatment using biofilters is described. The biofilters were exposed to variations in contaminant loading and periods of nonuse. Two bench-scale biofilters with different filter media were used. Mixtures of compost/perlite (5:1) and dry sludge/granular active carbon (5:1) were used as filter media. Ammonia (NH3), one of the main malodorous gases, was used as the target compound. The response of each biofilter to variations in contaminant mass loading, periodic nonuse, water content, and inlet concentration pulse was studied. The nonuse period comprised of two stages: the "idle phase" when no air was passing through the biofilters, and the "no-contaminant-loading phase" when only humidified air was passing through the biofilters. Concentration spike was applied to study the effects of shock loading on the biofilter performance. Biofilters responded effectively to NH3 concentration variations and shock loading by rapidly recovering to the original removal rates within 6-12h. The results indicated re-acclimation times ranged from several hours to longer than a day. Longer idle phase produced longer re-acclimation periods than periods of no contaminant loading. When the media was dried during the biofiltration process, elimination capacity dropped accordingly for both biofilters. After 24 h of drying, the biofilter experiment could be restarted and run for a few days for recovering.
Chen
Ying-Xu
YX
Department of Environmental Engineering, Zhejiang University, Hangzhou, P.R. China. yxchen@zju.edu.cn
Yin
Jun
J
Wang
Kai-Xiong
KX
Fang
Shi
S
D000641:Ammonia / Q000302:isolation & purification*; D001673:Biodegradation, Environmental; D002244:Carbon; D005374:Filtration; D009812:Odorants; D012722:Sewage / Q000737:chemistry; D012987:Soil; D014865:Waste Disposal, Fluid
D012722:Sewage; D012987:Soil; D002244:Carbon; D000641:Ammonia