Compounds | Wastewaters (n = 2) | Biosolids (n = 2) | ||||
---|---|---|---|---|---|---|
Raw sewage (ng/L) | Effluent (ng/L) | Removal Eff. (%) | Sludge (ng/g) | Kd (L/kg) | log Kd | |
CIT | 207 ± 12 | 148 ± 16 | 29 | 172 ± 38 | 1.2 × 103 | 3.1 |
SER | 13 ± 1 | 9.4 ± 0.1 | 28 | 43 ± 5 | 4.6 × 103 | 3.7 |
DSER | 23 ± 1 | 19 ± 3 | 17 | 31 ± 6 | 1.6 × 103 | 3.2 |
AMI | 223 ± 21 | 195 ± 11 | 13 | 58 ± 22 | 2.9 × 102 | 2.5 |
NTRI | 21 ± 3 | 19 ± 4 | 6.8 | 9.0 ± 1.1 | 4.7 × 102 | 2.7 |
VEN | 4061 ± 153 | 3144 ± 107 | 23 | 227 ± 49 | 7.2 × 101 | 1.9 |
DVEN | 4185 ± 133 | 3448 ± 279 | 18 | 73 ± 2 | 2.1 × 101 | 1.3 |
CAR | 747 ± 14 | 714 ± 13 | 4.4 | 26 ± 12 | 3.6 × 101 | 1.6 |
FLU | 11 ± 1 | 9.5 ± 0.6 | 16 | 15 ± 1 | 1.6 × 103 | 3.2 |
NFLU | 7.0 ± 0.4 | 6.5 ± 0.2 | 7.1 | 3.8 ± 0.6 | 5.8 × 102 | 2.8 |
PAR | 15 ± 1 | 13 ± 4 | 9.0 | 5.6 ± 3.6 | 4.2 × 102 | 2.6 |
MIR | 171 ± 20 | 109 ± 3 | 36 | 27 ± 6 | 2.5 × 102 | 2.4 |
DMIR | 41 ± 1 | 25 ± 1 | 38 | 13 ± 1 | 5.4 × 102 | 2.7 |