| Literature DB >> 35448423 |
Jung-Hwan Yoon1,2, Yong-Geon Shin3, Mary Beth Kirkham4, Seok-Soon Jeong2, Jong-Geon Lee3, Hyuck-Soo Kim2, Jae E Yang2.
Abstract
Anionic surfactants (AS) are becoming a major emerging contaminant of waters due to their widespread use in household and industrial products. The standard chloroform method for analysis of AS in water relies on chloroform extraction of a methylene blue active substance (MBAS), which contains ion pairs between methylene blue (MB) molecules (positively charged) and AS. Due to the poor extractability of chloroform, the procedure is complicated, time-consuming, and subject to anionic interferences. A mixture of methyl isobutyl ketone (MIBK)-1,2-dichloroethane (DCE) at a 3:1 ratio of MIBK:DCE proved to be a robust solvent for AS extraction for a wide range of samples under various chemical conditions. The objectives of this research were to set the washing protocol to eliminate the anionic interferences in the MIBK-DCE extraction and to develop a new simplified analytical method for AS analysis using the MIBK-DCE (3:1) extractant. The suitability of the proposed MIBK-DCE method was validated based on quality control and assurance criteria, such as selectivity, accuracy, precision, method detection limit (MDL), limit of quantification (LOQ), and sensitivity. Various water samples, such as freshwater, wastewater, and seawater, were used for the method development and validation. Interferences by inorganic and organic anions were evident in the reference chloroform method but were eliminated in the MIBK-DCE procedure with a two-step process that consisted of washing with a carbonate/bicarbonate solution at pH 9.2 and a mixture of silver sulfate (Ag2SO4) and potassium alum (AlK(SO4)2). The simplified MIBK-DCE method for sodium dodecyl sulfate (SDS) analysis consisted of (i) sample pre-treatment, (ii) MIBK-DCE extraction, (iii) washing and filtration, and (iv) absorbance measurement. The MIBK-DCE method was accurate, precise, selective, and sensitive for AS analysis and showed MDL of 0.0001 mg/L, LOQ of 0.0005 mg/L, relative standard deviation (RSD) of 0.1%, and recovery of 99.0%. All these criteria were superior to those of the chloroform method. Sensitivity analysis showed highly significant correlations in AS analyses between the MIBK-DCE and chloroform methods for domestic wastewater, industrial wastewater, and seawater. The MIBK-DCE method is simple, rapid, robust, reproducible, and convenient, when compared to the chloroform method. Results demonstrate that the simplified MIBK-DCE method can be employed for AS analysis in a wide range of environmental waters including seawater.Entities:
Keywords: MIBK-DCE (3:1); analytical method; anionic surfactant; chloroform; interferences
Year: 2022 PMID: 35448423 PMCID: PMC9025779 DOI: 10.3390/toxics10040162
Source DB: PubMed Journal: Toxics ISSN: 2305-6304
Washing efficiency of deionized water on the anionic interferences in MIBK-DCE extraction.
| Anions and Treatment | Without Washing | Washing Once | |
|---|---|---|---|
| Interfering MB+A− | Interfering MB+A− | ||
| F− | 0.5 | 0.049 ± 0.002 | 0.013 ± 0.001 |
| Cl− | 1.0 | 0.972 ± 0.015 | 0.065 ± 0.005 |
| Br− | 0.02 | 0.722 ± 0.012 | 0.101 ± 0.002 |
| I− | 0.0002 | 1.250 ± 0.010 | 0.206 ± 0.006 |
| NO2− | 0.25 | 0.932 ± 0.011 | 0.113 ± 0.006 |
| NO3− | 0.0025 | 0.825 ± 0.007 | 0.048 ± 0.005 |
| CN− | 0.2 | 0.647 ± 0.046 | 0.366 ± 0.052 |
| H2PO4− | 1.0 | 0.174 ± 0.004 | 0.086 ± 0.005 |
| HCO3− | 1.0 | 0.143 ± 0.003 | 0.058 ± 0.005 |
| Acetate | 1.0 | 0.203 ± 0.023 | 0.029 ± 0.001 |
| Tartrate | 0.5 | 0.162 ± 0.020 | 0.068 ± 0.015 |
| Citrate | 0.5 | 0.262 ± 0.036 | 0.102 ± 0.007 |
| Benzoate | 0.05 | 0.524 ± 0.018 | 0.073 ± 0.014 |
| Biphthalate | 0.05 | 0.899 ± 0.123 | 0.180 ± 0.015 |
| Salicylate | 0.0002 | 1.082 ± 0.016 | 0.253 ± 0.001 |
† MB+A− concentration, that is equivalent to interfering concentration of anions, was calculated by determining the absorbance of each MB+A− solution and then interpolating the values into a SDS standard curve.
Figure 1Experimental procedures of the MIBK-DCE method.
Effect of washing with Ag2SO4 on reduction of interference by halides in MIBK-DCE extraction *.
| Anions and Treatment Concentrations (M) | Interfering MB+A− Concentrations † (mg/L) | |
| F− | 0.5 | 0.002 ± 0.001 |
| Cl− | 1.0 | 0.007 ± 0.002 |
| Br− | 0.5 | 0.016 ± 0.002 |
| I− | 0.001 | 0.011 ± 0.001 |
† MB+A− concentration, which is equivalent to interfering concentration of anions, was calculated by determining the absorbance of each MB+A− solution and interpolating it into the SDS standard curve. * See Table 1 for the interfering MB+A− concentrations without washing.
Effect of pH on cyanide ion (CN−) interferences in MIBK-DCE extraction .
| pH | 1.2 | 1.4 | 1.7 | 2.7 | 5.9 | 8.6 | 9.2 | 10.3 |
|---|---|---|---|---|---|---|---|---|
| MB+CN− * (mg/L) | 0.098 ± 0.024 | 0.130 ± 0.091 | 0.084 ± 0.008 | 0.082 ± 0.024 | 0.130 ± 0.005 | 0.715 ± 0.133 | 0.564 ± 0.006 | 0.314 ± 0.113 |
† The treated concentration of CN was 0.10 M and pH adjustment was made by H2SO4 or NaOH solutions. * MB+CN− concentration, equivalent to the interfering concentration of CN−, was calculated by using the absorbance of each MB+CN− solution and interpolating the values into an SDS standard curve.
Effect of Ag2SO4 washing on cyanide ion (CN−) interferences in MIBK-DCE extraction.
| Anions | Washing Reagents | Interfering MB+-CN− | |
|---|---|---|---|
| 1st | 2nd | ||
| 0.1 M CN as KCN | Deionized water | 0.001 M Ag2SO4 | 0.054 ± 0.001 |
| 0.002 M Ag2SO4 | 0.044 ± 0.003 | ||
| 0.003 M Ag2SO4 | 0.014 ± 0.002 | ||
| 0.004 M Ag2SO4 | 0.007 ± 0.002 | ||
† MB+CN− concentration, equivalent to the interfering concentration of anions, was calculated by using the absorbance of each MB+CN− solution and interpolating the values into an SDS standard curve.
Effect of sulfuric acid pretreatment on COO− interferences in MIBK-DCE extraction.
| Anions and Treatment Concentrations (M) | pKa * | MB+A− (mg/L) † |
|---|---|---|
| Acetate, 1.0 | a1 = 4.76 | −0.004 ± 0.000 |
| Tartrate, 0.5 | a1 = 3.04, a2 = 4.37 | 0.003 ± 0.003 |
| Citrate, 0.5 | a1 = 3.13, a2 = 4.76, a3 = 6.40 | 0.020 ± 0.001 |
| Benzoate, 0.02 | a1 = 4.20 | 0.026 ± 0.000 |
| Benzoate, 0.05 | 0.059 ± 0.002 | |
| Salicylate, 0.0002 | a1 = 2.98 | 0.044 ± 0.003 |
| Salicylate, 0.002 | 0.122 ± 0.001 | |
| Biphthalate, 0.002 | a1 = 2.95, a2 = 5.41 | 0.553 ± 0.001 |
| Biphthalate, 0.02 | 1.434 ± 0.034 |
* pKa = −log (Ka); Ka is acid dissociation constant [32]. † MB+A− concentration, which is equivalent to interfering concentration of anions, was calculated by determining the absorbance of each MB+A− solution and interpolating it into the SDS standard curve.
Effects of washing with carbonate–bicarbonate buffer solution on the interferences by biphthalate and salicylate.
| Anions | Concentrations (M) | 1st Washing and pH | 2nd Washing | MB+A− Interfering Concentration † (mg/L) | |
|---|---|---|---|---|---|
| Biphthalate | 0.005 | D-water | 6.1 | Deionized water | 1.013 ± 0.015 |
| Carbonate–bicarbonate buffer solution | 9.2 | Deionized water | 0.030 ± 0.002 | ||
| Salicylate | 0.01 | D-water | 6.1 | Deionized water | 0.496 ± 0.002 |
| Carbonate–bicarbonate buffer solution | 9.2 | Deionized water | 0.395 ± 0.002 | ||
† MB+A− concentration, equivalent to the interfering concentration of anions, was calculated by using the absorbance of each MB+A− solution and interpolating the values into an SDS standard curve.
Effects of first and second washing reagent on the interferences by salicylate.
| Anion | Washing Reagents | MB+A− Interfering | |
|---|---|---|---|
| 1st Washing | 2nd Washing | ||
| Salicylate (0.01 M) | Carbonate–bicarbonate buffer solution at pH 9.2 | Deionized water | 0.294 ± 0.013 |
| 0.1% Ag2SO4 | 0.317 ± 0.040 | ||
| 0.1% Ag2SO4 + 0.005 M Al3+ | 0.113 ± 0.004 | ||
| 0.1% Ag2SO4 + 0.005 M Mn2+ | 0.283 ± 0.017 | ||
| 0.1% Ag2SO4 + 0.005 M Zn2+ | 0.303 ± 0.005 | ||
† MB+A− concentration, equivalent to the interfering concentration of anions, was calculated by using the absorbance of each MB+A− solution and interpolating the values into a SDS standard curve.
QA/QC data by MIBK-DCE method and chloroform method.
| QA/QC Criteria | MIBK-DCE | Chloroform | |
|---|---|---|---|
| SDS Standard Curve | Slope | 0.6396 | 0.5252 |
| r2 | 0.9999 | 0.9995 | |
| Detection Limit | MDL 1 | 0.0001 | 0.0041 |
| LOQ 2 | 0.0005 | 0.0137 | |
| Accuracy (%, recovery) | Low Concentration 3 | 104.7 | 96.5 |
| Medium Concentration 4 | 99.0 | 83.3 | |
| Precision (%, RSD 5) | Low Concentration | 0.2 | 7.1 |
| Medium Concentration | 0.1 | 13.9 | |
1 MDL = method detection limit. 2 LOQ = limit of quantitation. 3 Low concentration: 8–10 samples having 0.02 mg SDS/L were used for determination of LOQ. 4 Medium concentration: 4–7 samples having 0.2 mg SDS/L were used for determination of accuracy and precision of the method. 5 RSD: relative standard deviation.
Recovery (%) of SDS by MIBK-DCE method for different environmental water samples.
| Type of Water Samples | Locations | Spiked SDS Conc. (mg/L) | Measured SDS Conc. (mg/L) | Recovery |
|---|---|---|---|---|
| Groundwater | Seomyeon, | 0.000 | 0.012 ± 0.004 | - |
| 0.3~0.9 | - | 97.5–98.2 | ||
| Stream water | Namdaecheon, | 0.0 | 0.004 ± 0.005 | - |
| 0.3~0.9 | - | 97.8–98.4 | ||
| Gongjicheon, | 0.0 | 0.009 ± 0.000 | - | |
| 0.2~1.2 | - | 99.8–101.8 | ||
| Seawater | Namhyangjin, | 0.000 | 0.008 ± 0.000 | - |
| 0.2~1.2 | - | 100.1–103.2 | ||
| Sacheon, | 0.000 | 0.003 ± 0.001 | - | |
| 0.1~0.5 | - | 97.2–100.7 | ||
| Influent of wastewater treatment plant | Gangreung | 0.000 | 0.250 ± 0.001 | - |
| 0.3~0.9 | 0.537 ± 0.005 | 93.1–95.7 | ||
| Effluent of wastewater treatment plant | Gangreung | 0.000 | 0.021 ± 0.001 | - |
| 0.3~0.9 | 0.317 ± 0.002 | 98.2–98.6 |
Comparison of scale of operation between MIBK-DCE method and chloroform method in SDS analysis (n = 12).
| Process | MIBK-DCE Method | Chloroform Method | Remarks 1 |
|---|---|---|---|
| Total analytical time (min) | 90 | 270 | 2/3 reduction |
| Solvent requirement (mL) | 600 | 1390 | 1/2 reduction |
| Apparatus requirement (ea) | 12 | 36 | 2/3 reduction |
1 Reduction in analytical time as compared to Korea standard method (MOE, 2017).
Figure 2Sensitivity analysis between MIBK-DCE and chloroform method for the anionic surfactants in (a) industrial wastewater (n = 17), (b) domestic sewage water (n = 24), and (c) seawater (n = 9).
Figure 3Comparison of the interfering concentrations of several inorganic anions that were measured by MIBK-DCE and chloroform methods.