1974
DOI: 10.1007/bf01685021
|View full text |Cite
|
Sign up to set email alerts
|

Distribution of polychlorinated biphenyls in an aerated biological oxidation wastewater treatment system

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1
1

Citation Types

0
2
0

Year Published

1977
1977
1986
1986

Publication Types

Select...
6
1

Relationship

0
7

Authors

Journals

citations
Cited by 14 publications
(2 citation statements)
references
References 22 publications
0
2
0
Order By: Relevance
“…Raw and primary treated sewage supplies ~40 m3/s of flow to New York Harbor north of the Narrows (mp -6) (22). Secondary treated sewage accounts for an additional 20 m3/s, but, since secondary treatment concentrates most of the PCBs in the sludge (23), its contribution has been disregarded. Yonkers effluent contained 0.029 µg/L of peaks 13 and 14 and 0.019 µg/L of peak 15.…”
Section: Resultsmentioning
confidence: 99%
“…Raw and primary treated sewage supplies ~40 m3/s of flow to New York Harbor north of the Narrows (mp -6) (22). Secondary treated sewage accounts for an additional 20 m3/s, but, since secondary treatment concentrates most of the PCBs in the sludge (23), its contribution has been disregarded. Yonkers effluent contained 0.029 µg/L of peaks 13 and 14 and 0.019 µg/L of peak 15.…”
Section: Resultsmentioning
confidence: 99%
“…In such processes chlorine doses of 2000 mg L-1 are routine. If a sludge contains biorefractory organics such as biphenyl either dissolved in the aqueous suspension or physically or chemically adsorbed to the sludge particles (36), extensive chlorination of the organics may occur. If, as is the usual case, the liquid effluent from the subsequent dewatering process undergoes biological treatment, further chlorination, and discharge, release of significant concentrations of such chlorinated organics as chlorobiphenyls may result.…”
Section: Discussionmentioning
confidence: 99%