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contributor authorJennifer L. Long
contributor authorH. David Stensel
contributor authorJohn F. Ferguson
contributor authorStuart E. Strand
contributor authorJerry E. Ongerth
date accessioned2017-05-08T21:09:38Z
date available2017-05-08T21:09:38Z
date copyrightMarch 1993
date issued1993
identifier other%28asce%290733-9372%281993%29119%3A2%28300%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40975
description abstractBiological degradation of 12 chlorinated aliphatic compounds (CACs) was assessed in bench‐top reactors and in serum bottle tests. Three continuously mixed daily batch‐fed reactor systems were evaluated: anaerobic, aerobic, and sequential‐anaerobic‐aerobic (sequential). Glucose, acetate, benzoate, and phenol were fed as growth substrates to both the anaerobic and aerobic systems. Methane and toluene were also added to the aerobic systems to induce cometabolic degradation of the feed CACs. The anaerobic culture degraded seven of the feed CACs. The specialized aerobic cultures degraded all but three of the highly chlorinated CACs. The sequential system outperformed either of the other systems alone by degrading 10 of the feed CACs: chloroform, carbon tetrachloride, 1,1‐dichloroethane, 1,1,1‐trichloroethane, hexachloroethane, 1,1‐dichloroethylene, trans‐1,2‐dichloroethylene, trichloroethylene, perchloroethylene, and 1,2,3‐trichloropropane, plus the anaerobic metabolites: dichloromethane and cis‐1,2‐dichloroethylene. Sequential treatment did not show significant removal of 2‐chloropropene, or 1,1‐dichloropropene. Cultures from each of the reactors were used in bottle tests to determine relative CAC degradation rates. Maximum degradation rates observed for individual CACs ranged from 20 to 150 μg per gram volatile suspended solids per day.
publisherAmerican Society of Civil Engineers
titleAnaerobic and Aerobic Treatment of Chlorinated Aliphatic Compounds
typeJournal Paper
journal volume119
journal issue2
journal titleJournal of Environmental Engineering
identifier doi10.1061/(ASCE)0733-9372(1993)119:2(300)
treeJournal of Environmental Engineering:;1993:;Volume ( 119 ):;issue: 002
contenttypeFulltext


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