| Literature DB >> 35683266 |
Ioana Monica Sur1, Valer Micle1, Andreea Hegyi2, Adrian-Victor Lăzărescu2.
Abstract
Environmental pollution has particular implications for the whole geosystem and increases the global risk to human and ecological health. In this regard, investigations were carried out on soil samples to perform the quality status assessment by determining: pH, texture, structure and metal concentration, as well as carrying out an assessment of anthropogenic activity by determining pollution indices: Cf (contamination factor), Cd (degree of contamination), PLI (pollution load index), Er (ecological risk index) and PERI (potential ecological risk index). Analyses on soil samples showed high concentrations of metals (Cu: 113-2996 mg kg-1; Pb: 665-5466 mg kg-1; Cr: 40-187 mg kg-1; Ni: 221-1708 mg kg-1). The metal extraction experiments were carried out by bioleaching using Thiobacillusferrooxidans, microorganisms at different amounts of bioleaching solution (20 mL and 40 mL 9K medium) and a stirring time of up to 12 h. The results on the degree of contamination, pollution loading index PLI (2.03-57.23) and potential ecological risk index PERI (165-2298) indicate that the soils in the studied area have a very high degree of pollution. The decontamination procedure by bioleaching showed a decrease, but at the end of the test (12 h), the followed indices indicate high values, suggesting that bioleaching should continue. The depollution yield after 12 h of treatment is, however, encouraging: Cu 29-76%, Pb: 10-32%, Cr: 39-72% and Ni 44-68%. The use of yield-time correlation equations allows the identification of the optimal exposure time on the bioleaching extraction process to obtain optimal results. The aim of the research is to determine the soil quality, soil environmental risk, extraction of metals from polluted soils by bioleaching and to identify influencing factors in achieving high remediation yields.Entities:
Keywords: 9K medium; Thiobacillus ferrooxidans; bioleaching; ecological risk; pollution indices
Year: 2022 PMID: 35683266 PMCID: PMC9182333 DOI: 10.3390/ma15113973
Source DB: PubMed Journal: Materials (Basel) ISSN: 1996-1944 Impact factor: 3.748
Figure 1Interactions between metals and microorganisms.
Metal pollution indices used for soil quality assessment.
|
| Cf < 1—Low contamination factor | ||
| 1 ≤ Cf < 3—Moderate contamination factor | |||
| 3 ≤ Cf < 6—Considerable contamination factor | |||
| Cf ≥ 6—Very high contamination factor | |||
| Cd < 8—Low degree of contamination | |||
| 8 ≤ Cd ≤ 16—Moderate degree of contamination | |||
| 16 ≤ Cd ≤ 32—Considerable degree of contamination | |||
| Cd > 32—Very high degree of contamination | |||
| PLI < 1—Not polluted soil | |||
| PLI = 1—Soil with normal background level | |||
| PLI > 1—Polluted soil | |||
| Er < 40—Low ecological risk | |||
| 40 < Er ≤ 80—Moderate ecological risk | |||
| 80 < Er ≤ 160—Considerable ecological risk | |||
| 160 < Er ≤ 320—High ecological risk | |||
| Er > 320—Serious ecological risk | |||
| PERI < 150—Low ecological risk | |||
| 150 ≤ PERI < 300—Moderate ecological risk | |||
| 300 ≤ PERI < 600—High potential ecological risk | |||
| PERI ≥ 600—Significantly high ecological risk |
Figure 2Initial metal concentration and pH of soil samples as a function of sampling location and depth.
Figure 3Parameters calculated for the initial concentration: (a) Cd—degree of contamination; (b) Er—environmental risk index; (c) PLI—pollution loading index; and (d) PERI—potential environmental risk index.
Figure 4Cd—degree of contamination during the extraction process according to admissibility limits and sampling depth using 20 mL 9K medium.
Figure 5PLI—pollution load index during the extraction process according to admissibility limits and sampling depth using 20 mL 9K medium.
Figure 6PERI—potential ecological risk index during the extraction process according to admissibility limits and sampling depth using 20 mL 9K medium.
Figure 7Cd—degree of contamination during the extraction process according to the admissibility limits and sampling depth using 40 mL 9K medium.
Figure 8PLI—pollution load index during the extraction process according to admissibility limits and sampling depth using 40 mL 9K medium.
Figure 9PERI—potential ecological risk index during the extraction process depending on the admissibility limits and sampling depth using 40 mL 9K medium.
Calculated values for the Cf (contamination factor), Cd (contamination degree) and PLI (pollution load index).
| Sample | Cf | Cd | PLI | ||||||
|---|---|---|---|---|---|---|---|---|---|
| Code | Sampling Depth [cm] | Time | 9K Medium | Cu | Pb | Cr | Ni | ||
|
| 0–10 | Initial | - | 28.44 | 272.30 | 0.24 | 59.30 | 360.28 | 18.17 |
| Final | 20 | 19.92 | 198.95 | 0.24 | 22.65 | 241.76 | 12.12 | ||
| 40 | 18.84 | 189.10 | 0.44 | 32.70 | 241.08 | 15.05 | |||
| 10–20 | Initial | - | 92.44 | 261.15 | 4.34 | 69.35 | 427.28 | 51.93 | |
| Final | 20 | 42.60 | 229.60 | 2.07 | 37.70 | 311.97 | 29.56 | ||
| 40 | 35.52 | 224.60 | 1.61 | 33.70 | 295.43 | 25.67 | |||
| 20–30 | Initial | - | 118.84 | 254.65 | 4.20 | 84.40 | 462.09 | 57.23 | |
| Final | 20 | 36.60 | 229.00 | 1.94 | 34.65 | 302.19 | 27.41 | ||
| 40 | 28.60 | 224.00 | 1.66 | 34.15 | 288.41 | 24.54 | |||
|
| 0–10 | Initial | - | 8.44 | 52.75 | 0.14 | 13.25 | 74.58 | 5.39 |
| Final | 20 | 5.24 | 41.80 | 0.33 | 3.55 | 50.92 | 3.99 | ||
| 40 | 4.04 | 39.10 | 0.44 | 3.30 | 46.88 | 3.89 | |||
| 10–20 | Initial | - | 4.32 | 37.55 | 1.80 | 10.05 | 53.72 | 7.36 | |
| Final | 20 | 1.68 | 29.60 | 0.43 | 2.80 | 34.51 | 2.79 | ||
| 40 | 1.24 | 29.10 | 0.18 | 2.60 | 33.12 | 2.03 | |||
| 20–30 | Initial | - | 11.44 | 32.25 | 2.66 | 18.05 | 64.40 | 11.53 | |
| Final | 20 | 7.12 | 25.15 | 0.26 | 7.55 | 40.08 | 4.32 | ||
| 40 | 6.80 | 24.10 | 0.03 | 6.50 | 37.43 | 2.35 | |||
| Legend: | |||||||||
Ecological risk index Er and PERI potential ecological risk, recorded after 12 h of treatment with 20 mL and 40 mL 9K medium solution, respectively.
| Sample | Er | PERI | ||||||
|---|---|---|---|---|---|---|---|---|
| Code | Sampling Depth | Time | 9K Medium | Cu | Pb | Cr | Ni | |
|
| 0–10 | Initial | - | 142.20 | 1361.50 | 0.47 | 296.50 | 1800.67 |
| Final | 20 | 99.60 | 994.75 | 0.48 | 113.25 | 1208.08 | ||
| 40 | 94.20 | 945.50 | 0.88 | 163.50 | 1204.08 | |||
| 10–20 | Initial | - | 462.20 | 1305.75 | 8.69 | 346.75 | 2123.39 | |
| Final | 20 | 213.00 | 1148.00 | 4.14 | 188.50 | 1553.64 | ||
| 40 | 177.60 | 1123.00 | 3.23 | 168.50 | 1472.33 | |||
| 20–30 | Initial | - | 594.20 | 1273.25 | 8.40 | 422.00 | 2297.85 | |
| Final | 20 | 183.00 | 1145.00 | 3.89 | 173.25 | 1505.14 | ||
| 40 | 143.00 | 1120.00 | 3.31 | 170.75 | 1437.06 | |||
|
| 0–10 | Initial | - | 42.20 | 263.75 | 0.29 | 66.25 | 372.49 |
| Final | 20 | 26.20 | 209.00 | 0.65 | 17.75 | 253.60 | ||
| 40 | 20.20 | 195.50 | 0.88 | 16.50 | 233.08 | |||
| 10–20 | Initial | - | 21.60 | 187.75 | 3.60 | 50.25 | 263.20 | |
| Final | 20 | 8.40 | 148.00 | 0.87 | 14.00 | 171.27 | ||
| 40 | 6.20 | 145.50 | 0.36 | 13.00 | 165.06 | |||
| 20–30 | Initial | - | 57.20 | 161.25 | 5.31 | 90.25 | 314.01 | |
| Final | 20 | 35.60 | 125.75 | 0.51 | 37.75 | 199.61 | ||
| 40 | 34.00 | 120.50 | 0.06 | 32.50 | 187.06 | |||
| Legend: | ||||||||
Figure 10Evolution of the Er indicator as a function of metal, location and sampling depth: (a) Cu, (b) Pb, (c) Cr and (d) Ni.
Figure 11Yield of extraction process with 20 mL of 9K medium.
Figure 12Yield of extraction process with 40 mL of 9K medium.
Figure 13Reduction rate of pollutant concentration, depending on sample, sampling depth, amount of 9K medium and extraction time (20 mL 9K medium).
Figure 14Reduction rate of pollutant concentration, depending on sample, sampling depth, amount of 9K medium and extraction time (40 mL 9K medium).
Figure 15Identification of equations and yield–time correlation indices for P1 and P2 samples taken from 0–10 cm depth and treated with 20 mL of 9K medium.
Correlation equations of extractive process yield with time and correlation factor R2.
| Code | Sampling Depth [cm] | Pollutant | Correlation Equation of Extraction Yield with Time | Correlation Index, R2 |
|---|---|---|---|---|
|
| ||||
| P1 | 0–10 |
| y = 0.078x3 − 1.9413x2 + 16.186x − 20.154 | R2 = 0.9861 |
|
| y = −0.0512x3 + 1.1711x2 − 4.9763x + 6.7447 | R2 = 0.9707 | ||
|
| y = −0.0933x3 + 2.5869x2 − 19.709x + 63.356 | R2 = 0.9672 | ||
|
| y = 0.01x3 − 0.4502x2 + 10.728x − 20.287 | R2 = 0.9899 | ||
| 10–20 |
| y = −0.1323x3 + 2.9061x2 − 15.246x + 46.49 | R2 = 0.9751 | |
|
| y = −0.0002x3 + 0.0314x2 + 0.7325x − 0.8138 | R2 = 0.9982 | ||
|
| y = 0.0557x3 − 1.5327x2 + 15.658x − 20.428 | R2 = 0.9927 | ||
|
| y = −0.0779x3 + 1.3926x2 − 2.5333x + 8.6472 | R2 = 0.9811 | ||
| 20–30 |
| y = −0.0195x3 + 0.5892x2 − 3.0349x + 54.717 | R2 = 0.9442 | |
|
| y = 0.0309x3 − 0.5623x2 + 3.5127x − 4.8439 | R2 = 0.9667 | ||
|
| y = 0.0114x3 − 0.1962x2 + 2.8585x + 17.582 | R2 = 0.9985 | ||
|
| y = 0.0204x3 − 0.3889x2 + 5.0498x + 17.721 | R2 = 0.9679 | ||
| P2 | 0–10 |
| y = 0.0701x3 − 1.4368x2 + 10.889x − 10.876 | R2 = 0.9976 |
|
| y = 0.0573x3 − 0.9811x2 + 5.3503x − 1.9845 | R2 = 0.9646 | ||
|
| y = −0.0072x3 + 0.0637x2 + 4.335x − 7.4167 | R2 = 0.9982 | ||
|
| y = 0.0573x3 − 1.3858x2 + 15.07x − 10.526 | R2 = 0.9662 | ||
| 10–20 |
| y = 0.0322x3 − 0.4043x2 + 3.4665x + 11.779 | R2 = 0.9548 | |
|
| y = −0.0095x3 + 0.3439x2 − 1.1457x + 1.1673 | R2 = 0.9989 | ||
|
| y = 0.129x3 − 2.7375x2 + 20.897x − 30.102 | R2 = 0.9934 | ||
|
| y = 0.122x3 − 2.5767x2 + 20.829x − 22.926 | R2 = 0.9794 | ||
| 20–30 |
| y = 0.0581x3 − 1.245x2 + 10.208x − 8.3601 | R2 = 0.9869 | |
|
| y = 0.019x3 − 0.2151x2 + 1.2339x + 4.9123 | R2 = 0.9924 | ||
|
| y = 0.0645x3 − 1.3256x2 + 10.484x + 20.104 | R2 = 0.9706 | ||
|
| y = −0.0881x3 + 1.7938x2 − 4.9839x + 8.3115 | R2 = 0.9875 | ||
|
| ||||
| P1 | 0–10 |
| y = 0.0761x3 − 1.9138x2 + 15.763x − 11.866 | R2 = 0.9259 |
|
| y = −0.0866x3 + 1.7478x2 − 6.8215x + 10.062 | R2 = 0.9982 | ||
|
| y = 0.0075x3 − 0.1242x2 + 4.1427x + 11.239 | R2 = 0.9583 | ||
|
| y = 0.2053x3 − 5.0242x2 + 39.427x − 59.204 | R2 = 0.9726 | ||
| 10–20 |
| y = 0.0237x3 − 0.4359x2 + 5.534x + 17.352 | R2 = 0.9646 | |
|
| y = 0.0128x3 − 0.2366x2 + 2.2303x − 1.0236 | R2 = 0.9965 | ||
|
| y = 0.0966x3 − 2.2616x2 + 18.62x − 12.941 | R2 = 0.986 | ||
|
| y = 0.1115x3 − 2.7581x2 + 21.812x − 6.0412 | R2 = 0.9615 | ||
| 20–30 |
| y = −0.0089x3 + 0.2983x2 − 0.4406x + 52.492 | R2 = 0.9773 | |
|
| y = 0.0165x3 − 0.2933x2 + 2.2293x − 1.6559 | R2 = 0.8697 | ||
|
| y = 0.0114x3 − 0.2845x2 + 3.5453x + 27.473 | R2 = 0.9972 | ||
|
| y = 0.1245x3 − 3.0828x2 + 24.233x − 2.42 | R2 = 0.9588 | ||
| P2 | 0–10 |
| y = −0.0579x3 + 1.3477x2 − 5.7293x + 20.904 | R2 = 0.9894 |
|
| y = 0.0168x3 − 0.2763x2 + 2.8752x + 1.5814 | R2 = 0.9967 | ||
|
| y = −0.1264x3 + 3.0672x2 − 18.985x + 54.917 | R2 = 0.982 | ||
|
| y = 0.0954x3 − 2.084x2 + 18.132x − 11.345 | R2 = 0.9766 | ||
| 10–20 |
| y = −0.0748x3 + 1.3971x2 − 2.7604x + 18.546 | R2 = 0.9819 | |
|
| y = 0.018x3 − 0.288x2 + 3.0948x − 4.9287 | R2 = 0.9718 | ||
|
| y = 0.1227x3 − 2.3933x2 + 18.265x − 17.483 | R2 = 0.9607 | ||
|
| y = 0.1477x3 − 3.2954x2 + 26.529x − 30.769 | R2 = 0.9905 | ||
| 20–30 |
| y = 0.0826x3 − 2.1972x2 + 19.483x − 22.508 | R2 = 0.9825 | |
|
| y = −0.0656x3 + 1.3786x2 − 6.4111x + 16.04 | R2 = 0.9709 | ||
|
| y = 0.0245x3 − 0.2959x2 + 3.2722x + 33.177 | R2 = 0.9967 | ||
|
| y = 0.1461x3 − 3.7235x2 + 31.939x − 41.032 | R2 = 0.734 | ||