| Literature DB >> 33916065 |
Hikmanita Lisan Nashukha1,2, Jirayu Sitanurak1,2, Hermin Sulistyarti3, Duangjai Nacapricha1,2, Kanchana Uraisin1,2.
Abstract
This work presents a simple and innovative protocol employing a microfluidic paper-based analytical device (µPAD) for equipment-free determination of mercury. In this method, mercury (II) forms an ionic-association complex of tetraiodomercurate (II) ion (HgI42-(aq)) using a known excess amount of iodide. The residual iodide flows by capillary action into a second region of the paper where it is converted to iodine by pre-deposited iodate to liberate I2(g) under acidic condition. Iodine vapor diffuses across the spacer region of the µPAD to form a purple colored of tri-iodide starch complex in a detection zone located in a separate layer of the µPAD. The digital image of the complex is analyzed using ImageJ software. The method has a linear calibration range of 50-350 mg L-1 Hg with the detection limit of 20 mg L-1. The method was successfully applied to the determination of mercury in contaminated soil and water samples which the results agreed well with the ICP-MS method. Three soil samples were highly contaminated with mercury above the acceptable WHO limits (0.05 mg kg-1). To the best of our knowledge, this is the first colorimetric µPAD method that is applicable for soil samples including mercury contaminated soils from gold mining areas.Entities:
Keywords: iodometry; mercury; paper-based; soil; tetraiodomercurate; water
Year: 2021 PMID: 33916065 PMCID: PMC8037038 DOI: 10.3390/molecules26072004
Source DB: PubMed Journal: Molecules ISSN: 1420-3049 Impact factor: 4.411
Figure 1(a) The µPAD pattern: (i) acceptor layer A with circular-shaped barrier and (ii) donor layer D with dumbbell-shaped barrier. (b) The three layers of the membraneless gas-separation µPAD, showing alignment of the donor layer, the spacer layer with circular hole and the acceptor layer. (c) 3D-view of assembled device from both the acceptor and donor sides, with position of the transparent tapes.
Figure 2Illustration of the operating steps for the determination of mercury using the membraneless gas-separation µPAD.
Effect of size of diameter of donor reservoir on homogeneity of color distribution at the acceptor reservoir and on the sensitivity of analysis.
| Diameter of Donor Reservoir | Working Range | Linear Equation | Schematic Diagram | Image of the Acceptor Reservoir (6 mm) for 150 mg L−1 Hg |
|---|---|---|---|---|
| 6 mm | 50–350 | Intensity- = (4.0 ± 0.5) × 10−2 CHg(II) + (123.7 ± 1.1) |
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| 3 mm | 50–350 | Intensity- = (5.5 ± 0.5) × 10−2 CHg(II) + (127.9 ± 1.1) |
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Figure 3Effect of physical parameters on analysis of Hg(II): (a) reaction time and (b) spacer thickness. Experimental conditions: 0.2 mol L−1 KIO3 in 0.2 mol L−1 H2SO4, 10 mmol L−1 KI and 1% (w/v) of starch in 0.1 mmol L−1 KI. For the spacer thickness study, the reaction time is 4 min.
Figure 4Effect of iodide concentration on analysis of Hg(II): (a) images of purple iodine-starch complex for various concentrations of iodide analysis using a standard solution of 150 mg L−1 Hg and (b) plots of effect of iodide concentrations on the green intensity values (left ordinate) using a standard solution of 150 mg L−1 Hg and sensitivity of Hg(II) analysis (right ordinate). Experimental conditions: 0.2 mol L−1 KIO3 in 0.2 mol L−1 H2SO4, 10 mmol L−1 KI, 1% (w/v) of starch in 0.1 mmol L−1 KI and reaction time of 4 min.
Figure 5Calibration line using the membraneless gas-separation µPAD for the determination of mercury and the corresponding image of the purple iodine-starch complex.
The tolerance limit of the µPAD for analysis of Hg(II) and comparison with the reported levels of foreign species in some samples (drinking water, river water and soil).
| Foreign Species | Reported Level | Tolerance Limit | |
|---|---|---|---|
| River Water (mg L−1) a | Soil (mg kg−1) b | ||
| Copper (II) | 0.006–10 | 5–70 | 1000 c |
| Lead (II) | 0.003–0.3 | 10–67 | 1000 c |
| Cadmium (II) | 0.01–0.04 | 6.4–11.7 | 1000 c |
| Iron (II) | 0.03–0.05 | 0.5–10 | 1000 c |
| Nitrate (NO3−) | 5–50 | 8–119 | 1000 c |
| Sulfate (SO42−) | – | 29–130 | 1000 c |
| Cyanide (CN−) | ≤0.2 | 11–44 | 750 |
| Chromium (III) | 0.05–0.2 | 2–60 | 500 |
| Zinc (II) | 0.05–0.1 | 8.9–65.7 | 500 |
| Nickel (II) | 0.03–10 | 3–100 | 500 |
| Iron (III) | ≤7 | 20–30 | 250 |
| Silver (I) | 0.3–1 | 0.2–0.3 | 250 |
| Sulfide (S2−) | Up to 0.05 | Up to 11.7 | 25 |
a Reported by World Health Organization, 2011. [40]; b Reported by Fashola et al. [41]; c Maximum tested concentration.
Percentage recovery of mercury in soil and water samples using the µPAD.
| Sample | Mercury Concentration (mg L−1 Hg) | % Recovery | ||
|---|---|---|---|---|
| Present a | Added | Found b | ||
| Soil Sample | ||||
| S1 | 121.7 ± 5.3 | 50 | 174.4 ± 4.5 | 105.5 |
| S2 | 126.7 ± 4.3 | 50 | 175.2 ± 3.4 | 97.0 |
| S3 | 126.1 ± 3.7 | 50 | 180.2 ± 4.2 | 108.2 |
| S4 | n.d. | 100 | 105.4 ± 3.6 | 105.4 |
| S5 | n.d. | 100 | 96.9 ± 3.6 | 96.9 |
| S6 | n.d. | 100 | 96.7 ± 4.9 | 96.7 |
| S7 | n.d. | 100 | 104.1 ± 4.3 | 104.1 |
| S8 | n.d. | 100 | 100.3 ± 3.8 | 100.3 |
| S9 | n.d. | 100 | 103.5 ± 4.6 | 103.5 |
| S10 | n.d. | 100 | 105.7 ± 3.7 | 105.7 |
| Water Sample | ||||
| W1 | n.d. | 100 | 90.7 ± 3.9 | 90.7 |
| W2 | n.d. | 100 | 101.2 ± 3.5 | 101.2 |
| W3 | n.d. | 100 | 97.2 ± 2.9 | 97.2 |
| W4 | n.d. | 100 | 102.9 ± 3.2 | 102.9 |
a Mean concentration ± SD, n = 3. b Concentration of sample after spiking with standard solution; n.d.: Not detected.
Figure 6Bar plots of the concentrations of mercury in digested soil and water samples as determined using the membraneless gas-separation µPAD and the reference ICP-MS method. The digested soil samples, S1–S3, were analyzed directly using ICP-MS with appropriate dilution. The other digested soil samples, S4–S10, were spiked at 2500 mg kg−1 Hg. The water samples, W1–W4, were spiked at 100 mg L−1 Hg.
Comparison of the analytical features of various techniques for the determination of mercury.
| Technique Class/Reagent | Test Samples | Working Range/LOD | Analysis Time (Excluding Sample Preparation) | Classified as “Equipment-Free” Method | Remark | |
|---|---|---|---|---|---|---|
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Water [ | 0.04–2.4 μg L−1 Hg/0.02 μg L−1 Hg | NR a |
| No | All reagents are commercially available. | |
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Soil [ | 5–40 μg L−1 Hg/0.01 μg L−1 Hg | NR a | ||||
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Soil and sediment [ | 1–30 μg L−1 Hg/0.08 mg kg−1 | NR a | ||||
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| 2.1 Functionalized AuNPs, TMB, H2O2 |
Tap water (spiked) [ | 0.2–2000 ng Hg/30 μg L−1 Hg | 10 min |
| Yes | The factionalized AuNPs are not yet commercialized. |
| 2.2 Synthesized-AgNPs |
Drinking water (spiked), tap water (spiked) [ | 0.01–10 mg L−1 Hg/0.003 mg L−1 Hg | 12 min | AgNPs may be synthesized or purchased. | ||
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Drinking water (spiked), tap water (spiked) [ | 0.05–7 mg L−1 Hg/0.001 mg L−1 Hg | NR | ||||
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Drinking water (spiked), tap water (spiked) [ | 5–75 mg L−1 Hg/0.12 mg L−1 Hg | 45 min | ||||
| 2.3 Synthesized-CcNPs |
Industrial water (spiked) [ | 0.5–20 mg L−1 Hg/0.17 mg L−1 Hg | 15 min | CcNPs are not yet commercialized. | ||
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| 3.1 Dithizone in CCl4 |
Synthetic water, whitening cream extract [ | 1–30 mg L−1 Hg/0.93 mg L−1 Hg | ≥10 min |
| Yes | Not eco-friendly reagent/solvent. |
| 3.2 Resorufin thiono-carbonate in CH2Cl2 |
Simulated wastewater [ | 2–10 mg L−1 Hg/1.18 mg L−1 Hg | NR | Not eco-friendly reagent/solvent. | ||
| 3.3 Rhodamine derivatives in CH2Cl2 |
NONE [ | 20, 50, 100, 200, 300 mg L−1 Hg (no calibration plot)/NR | ≥15 min | Need synthesized chemicals. | ||
| 3.4 |
Water (spiked) Soil (from gold mining) | 50–300 mg L−1 Hg/20 mg L−1 Hg | 10 min | All reagents are common and are all commercially available. | ||
NR: Not reported; TMB: 3,3′,5,5′-tetramethylbenzidine; CcNPS: Curcumin nanoparticles. a Usual analysis time for cold vapor-AAS is 3 min with use of flow injection system [48].