| Literature DB >> 35424235 |
Osama I Abdel Sattar1, Hamed H M Abuseada1, Mohamed S Emara1, Mahmoud Rabee2.
Abstract
Three eco-friendly and cost-effective analytical methods were developed and optimized for quantitative analysis of some veterinary drug residues in production wastewater samples. The studied drugs were ivermectin, rafoxanide and sulfadimidine. A solid-phase extraction procedure was employed using Bond Elut C18 cartridges, prior to analysis. The first method was a chemometric approach called multivariate curve resolution - alternating least squares (MCR-ALS). A calibration model was developed and several figures of merit (RMSEP, SEP, bias, RE%) were calculated. The second method was a thin layer chromatography followed by densitometric measurements at 245 nm. The separation was performed using silica gel 60 F254 plates and ethyl acetate : acetonitrile : toluene : ammonia (20 : 3 : 2 : 1, by volume) as a developing system. The third method was a high performance liquid chromatographic separation on HiQsil C18 HS column with UV detection at 245 nm. The mobile phase consisted of acetonitrile : methanol : water (60 : 25 : 15, by volume), with a flow rate of 1.5 mL min-1. The proposed methods were validated according to ICH guidelines. The described procedures were applied to quantify the studied drug residues in synthetic and real industrial wastewater samples. The proposed methods were statistically compared with the official and the reported methods, showing no significant difference with respect to accuracy and precision at P = 0.05. This journal is © The Royal Society of Chemistry.Entities:
Year: 2021 PMID: 35424235 PMCID: PMC8693979 DOI: 10.1039/d0ra08850a
Source DB: PubMed Journal: RSC Adv ISSN: 2046-2069 Impact factor: 3.361
Comparison between different analytical techniques in term of total costs to perform each method
| MCR-ALS | TLC-densitometry | LC/GC | LC-MS/GC-MS | |
|---|---|---|---|---|
| Solvents consumption | Low | Low | Moderate to high | High |
| Consumables load | Low | Low | Moderate to high | High |
| Energy used | <0.1 kW h per sample | <0.1 kW h per sample | ≤1.5 kW h per sample | >1.5 kW h per sample |
| Time of analysis per sample | Seconds to minutes | Minutes | Minutes to hours | Minutes to hours |
| Total costs | Very low cost | Low cost | Low to moderate cost | High cost |
kW h = kilowatt per hour, is a unit of energy equal to 3600 kilojoules.
Fig. 1UV spectra of 5 μg mL−1 of IVM, RFX, and SDD and their mixture.
Fig. 2Scatter plots of actual conc. vs. predicted conc. of the studied drugs for calibration and validation sets.
Figures of merit of the MCR-ALS regression model for calibration model and validation set of the studied drugs
| Parameter | Calibration model | Validation set | ||||
|---|---|---|---|---|---|---|
| IVM | RFX | SDD | IVM | RFX | SDD | |
| RMSEP | 0.053 | 0.039 | 0.061 | 0.043 | 0.064 | 0.060 |
| SEP | 0.054 | 0.040 | 0.062 | 0.044 | 0.063 | 0.049 |
| Bias | 4.274 × 10−5 | 3.948 × 10−5 | −5.629 × 10−5 | 0.005 | 0.021 | 0.037 |
| RE% | 0.801 | 0.302 | 0.033 | 0.015 | 0.329 | 0.592 |
Root mean square error of prediction.
Standard error of prediction.
Relative percentage error in the concentration predictions.
Fig. 3(a) TLC densitogram and (b) HPLC chromatogram showing Rf & tR of the studied drugs.
Regression and validation data of the proposed methods
| Parameters | MCR-ALS | TLC-densitometry | HPLC | ||||||
|---|---|---|---|---|---|---|---|---|---|
| IVM | RFX | SDD | IVM | RFX | SDD | IVM | RFX | SDD | |
| Linearity | 1–10 | 0.1–1 | 0.5–30 | 0.5–25 | |||||
| Regression equation |
| ||||||||
| Slope ( | 0.99998 | 1 | 1 | 2768 | 5407.1 | 3836.4 | 52.15 | 80.468 | 58.698 |
| Intercept ( | 4.10 × 10−5 | 1.846 × 10−6 | −5.641 × 10−5 | 93.493 | −89.292 | 173.05 | −10.174 | 4.4505 | 2.3371 |
| Correlation coefficient ( | 0.9996 | 0.9997 | 0.9996 | 0.9999 | 0.9999 | 0.9999 | 0.9998 | 0.9999 | 0.9998 |
| LOD | 11 × 10−2 | 5 × 10−2 | 21 × 10−2 | 2 × 10−3 | 6 × 10−3 | 3 × 10−3 | 2.88 × 10−2 | 2.36 × 10−3 | 4.92 × 10−2 |
| LOQ | 34 × 10−2 | 15.3 × 10−2 | 64 × 10−2 | 8 × 10−3 | 19 × 10−3 | 10 × 10−3 | 8.74 × 10−2 | 7.16 × 10−3 | 1.49 × 10−1 |
| Accuracy mean ± S.D. | 100.66 ± 0.51 | 100.72 ± 0.75 | 100.37 ± 0.66 | 99.81 ± 0.64 | 99.89 ± 0.81 | 99.81 ± 0.51 | 99.88 ± 0.66 | 100.6 ± 0.31 | 100.35 ± 0.62 |
| Precision | |||||||||
| Repeatability | 0.169 | 0.588 | 0.290 | 0.411 | 0.500 | 0.740 | 0.474 | 0.505 | 0.382 |
| Intermediate precision | 0.259 | 0.345 | 0.112 | 0.336 | 0.601 | 0.467 | 0.596 | 0.391 | 0.394 |
MCR-ALS and HPLC-UV methods: in μg mL; TLC-densitometry method: in μg per band.
Repeatability (%RSD), average of three different concentrations repeated three times within the day.
Intermediate precision (%RSD), average of three different concentrations repeated three times in three different days.
Mean percentage recoveries of the studied drugs in synthetic water samples after SPE using the proposed methods
| Method | IVM | RFX | SDD | |||
|---|---|---|---|---|---|---|
| Spiked levels | % | Spiked levels | % | Spiked levels | % | |
| MCR-ALS | 1 | 98.85 ± 0.37 | 1 | 97.56 ± 0.41 | 1 | 98.40 ± 0.28 |
| 3 | 97.85 ± 1.18 | 3 | 97.68 ± 0.99 | 3 | 98.11 ± 0.89 | |
| 7 | 98.40 ± 0.18 | 7 | 97.91 ± 0.11 | 7 | 98.82 ± 0.37 | |
|
| 98.37 |
| 97.72 |
| 98.44 | |
| TLC-densitometry | 0.1 | 98.73 ± 0.94 | 0.1 | 98.40 ± 0.32 | 0.1 | 100.22 ± 0.54 |
| 0.3 | 99.59 ± 0.33 | 0.3 | 98.36 ± 0.33 | 0.3 | 100.47 ± 0.56 | |
| 0.7 | 99.67 ± 0.41 | 0.7 | 98.14 ± 0.13 | 0.7 | 100.24 ± 0.20 | |
|
| 99.33 |
| 98.30 |
| 100.13 | |
| HPLC | 1 | 99.04 ± 0.12 | 1 | 99.17 ± 0.21 | 1 | 100.57 ± 0.18 |
| 3 | 99.25 ± 0.64 | 3 | 98.43 ± 0.32 | 3 | 101.21 ± 0.23 | |
| 7 | 99.23 ± 0.99 | 7 | 98.37 ± 0.27 | 7 | 100.41 ± 0.62 | |
|
| 99.17 |
| 98.66 |
| 100.73 | |
MCR-ALS and HPLC methods: in μg mL; TLC-densitometry method: in μg per band.
Extraction efficiency (%).
Determination of the studied drugs in real industrial wastewater samples by applying the proposed methods
| Samples | MCR-ALS | TLC-densitometry | HPLC | ||||||
|---|---|---|---|---|---|---|---|---|---|
| IVM | RFX | SDD | IVM | RFX | SDD | IVM | RFX | SDD | |
| W.W 1 | 6.04 | — | 6.16 | 6.00 | — | 6.11 | 6.09 | — | 6.08 |
| W.W 2 | 5.02 | — | 5.25 | 5.05 | — | 5.32 | 5.02 | — | 5.26 |
| W.W 3 | 7.36 | 5.18 | 5.64 | 7.42 | 5.133 | 5.46 | 7.45 | 5.13 | 5.53 |
| W.W 4 | 4.18 | 6.15 | — | 4.11 | 6.102 | — | 4.15 | 6.12 | — |
| W.W 5 | 5.65 | — | 6.19 | 5.69 | — | 6.33 | 5.70 | — | 6.28 |
Samples are calculated in μg mL−1.
Fig. 4(a & c) TLC densitograms and (b & d) HPLC chromatograms of real and spiked real wastewater sample after SPE, respectively.
Statistical comparison between the results obtained by the proposed methods and the official BP methods of IVM & SDD, and the reported method of RFX
| IVM | RFX | SDD | ||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| MCR-ALS | TLC | HPLC | Official | MCR-ALS | TLC | HPLC | Reported method[ | MCR-ALS | TLC | HPLC | Official | |
| Mean | 100.66 | 99.81 | 99.88 | 100.54 | 100.72 | 99.89 | 100.6 | 100.21 | 100.37 | 99.81 | 100.35 | 100.23 |
| ±SD | 0.51 | 0.64 | 0.66 | 0.52 | 0.75 | 0.81 | 0.71 | 1.5 | 0.66 | 0.51 | 0.62 | 0.7 |
| %RSD | 0.169 | 0.588 | 0.290 | 0.247 | 0.411 | 0.500 | 0.740 | 0.385 | 0.474 | 0.505 | 0.382 | 0.524 |
| Variance | 0.26 | 0.40 | 0.43 | 0.27 | 0.56 | 0.65 | 0.50 | 2.25 | 0.43 | 0.26 | 0.38 | 0.49 |
|
| 15 | 5 | 8 | 5 | 15 | 5 | 7 | 5 | 15 | 5 | 7 | 5 |
| Student's | 0.449(2.101) | 1.979(2.306) | 2.003(2.201) | 0.730(2.101) | 0.419(2.306) | 0.539(2.228) | 0.392(2.101) | 1.084(2.306) | 0.306(2.228) | |||
|
| 1.039(5.58) | 1.514(6.39) | 1.610(6.09) | 4.012(5.58) | 3.429(6.39) | 4.463(6.16) | 1.124(5.58) | 1.883(6.39) | 1.274(6.16) | |||
Official BP methods were HPLC for IVM and titrimetric method for SDD.
Figures between parentheses represent the corresponding tabulated value of t and F value at P = 0.05.
Penalty points for the proposed methods according to Analytical Eco-Scale method
| Hazard | MCR-ALS | TLC-densitometry | HPLC |
|---|---|---|---|
|
| |||
| Acetonitrile | — | 2 | 6 |
| Ammonia (33%) | — | 2 | — |
| Ethyl acetate | — | 4 | — |
| Methanol | 2 | — | 6 |
| Toluene | — | 2 | — |
| Water | — | — | 0 |
|
| |||
| Energy | 0 | 0 | 1 |
| Occupational hazard | 0 | 0 | 0 |
| Waste | 6 | 8 | 8 |
| Total penalty points (PPs) |
|
|
|
| Analytical Eco-Scale total score | 100–8 = | 100–18 = | 100–21 = |
The penalty points were calculated according to ref. 54.