Table1.
Matrix | Extraction technique | Characteristics | Recoveries (%) | LOD (µg·L-1) | Instrumental Analysis | Ref. |
---|---|---|---|---|---|---|
Tap, river water | On-line SPE | PPy; acetonitrile | 84–96 | 0.03–0.150 | LC-UV-Vis | [25] |
River water | SPE | Oasis MAX, n-hexane | 81–116 | 0.002–0.016 | GC-MS | [23] |
River water | SPE | OASIS; acetonitrile, dichlorometane | 60–98 | 0.009–0.03 | GC-MS/SIM | [35] |
River water | SPE | SDS-alumina (admicelles), acetonitrile | 60–91 | 50–1000 | LC-UV-Vis | [27] |
River, industrial waste water | On-line SPE | Hysphere-GP, acetonitrile, methanol | 67–129 | 0.05–0.10 | LC-DAD-EC | [24] |
Surface, reused water | SPE | LiChrolut EN, acetone | 74–92 | 20–82 | CE-CL | [33] |
Well, tap, river water | SPE | Bond Elute PPL, acetone | 25–83 | 0.0005–0.1 | GC-ECD | [32] |
River, waste water | SPME | PA, methanol | - | 2–4 0.017–0.05 | LC-UV-Vis and LC-ED | [45] |
Waste water | HS-SPME | PDMS-CAR-DVB | - | 16–22 | GC-MS/SIM | [49] |
Sewage water | HS-SPME | PDMS, CAR-PDMS | - | 0.001–0.054 | HS-GC-MS | [44] |
Landfill leachates | SPME | PA, | 65–98 | 0.005–2.5 | GC-MS | [53] |
Ground water | LPME | Accurel Q3/2 Polypropylene | 91–110 | 0.08–2.01 | GC-MS | [59] |
PPy: polypyrrole; SDS: Sodium dodecylsulfate