Table 2 Recoveries of spiked water samples (n = 3).
Analytes | Spiked (μg∙L−1) | R% (RSD %) | ||||
|---|---|---|---|---|---|---|
Drinking water | Running water | River water | Influent wastewater | Efluent wastewater | ||
MB | 0.4 | 96.1(2.8) | 91.5(2.4) | 94.8(2.2) | 91.5(3.1) | 91.3(3.5) |
2.0 | 96.3(2.9) | 89.4(3.4) | 96.2(4.5) | 94.9(2.3) | 93.6(2.2) | |
10.0 | 100.3(2.3) | 99.8(1.4) | 96.1(2.1) | 94.6(3.2) | 97.6(0.8) | |
MG | 0.4 | 96.2(1.2) | 93.2(0.4) | 86.1(1.3) | 89.5(1.9) | 89.8(1.1) |
2.0 | 94.4(1.2) | 93.4(4.2) | 91.3(2.5) | 92.3(0.9) | 93.1(1.6) | |
10.0 | 96.9(2.5) | 99.5(1.9) | 92.4(3.3) | 98.2(2.4) | 94.0(1.1) | |
CV | 0.4 | 92.4(1.4) | 95.4(1.1) | 95.3(1.8) | 94.4(1.1) | 90.9(0.3) |
2.0 | 91.4(2.4) | 96.3(1.8) | 98.2(2.2) | 90.3(0.4) | 93.1(1.2) | |
10.0 | 99.2(1.3) | 97.5(0.7) | 92.1(0.9) | 93.5(1.3) | 98.5(2.7) | |