Fine Particle Adsorption Capacity of Volcanic Soil from Southern Kyushu, Japan
Abstract
:1. Introduction
2. Materials and Methods
2.1. Sample Production
- Akahoya was crushed by using a rotary mill and was then sifted through a 0.3 mm mesh screen.
- The crushed soil was pressed into a mold at 10 MPa to form solids with a diameter of 74 mm and thickness of 50–60 mm.
- The molded samples were heated at a firing temperature of 923–1373 K in an electric furnace (KY-4N, Kyoei Electric Kilns Co., Ltd., Tajimi, Japan).
- After firing, the ceramic samples were crushed, and particles with sizes of 0.5–1.0 mm or 1.4–2.0 mm were selected.
2.2. Measurement of Material Properties
2.2.1. Chemical Composition and Crystal Structure
2.2.2. Allophane/Imogolite Quantities
2.2.3. pH and Al and Fe Ion Concentrations
2.2.4. Apparent Porosity, Specific Surface Area, Pore Size Distribution, and Compressive Strength
2.2.5. Zeta Potential
2.3. Adsorption Tests
2.3.1. Dye Adsorption
- Samples with a mass of 5 g (i.e., the same mass as the samples immersed in distilled water to determine the pH) were washed with distilled water and were dried in an electric furnace at 373 K for over 24 h.
- MB, Orange II, and Congo red powders were dissolved in distilled water to yield aqueous solutions each with a concentration of 1 × 10−4 mol/L.
- Then, 1 g of the granular samples was placed in a beaker containing 50 mL of the aqueous solution, and the aqueous solution was stirred by using a stirring device (EYLA ZZ-1010, Rikakikai Co., Ltd., Tokyo, Japan) at a speed of 150 rpm.
- The dye concentration and pH value of the aqueous solutions were measured after 1, 10, 30, 60, and 120 min.
- The dye concentration in the aqueous solution was measured by using a drainage analyzer (NDR-2000, Nippon Denshoku Industries Co., Ltd., Tokyo, Japan). The absorbance of the aqueous solution was determined. Then, the absorbance was used with a calibration curve to calculate the corresponding dye concentration. The pH of the aqueous solution was measured by using a pH meter (HM-25R, DKK-TOA Corporation, Tokyo, Japan).
2.3.2. NO2 and SO2 Adsorption
- Samples were washed by using distilled water and were dried in an electric furnace at 378 K for over 24 h before the gas adsorption tests.
- For the NO2 adsorption test, the 50 L sampling bag was filled with 20 L of gas at a concentration of approximately 6 ppm.
- For the SO2 adsorption test, the 50 L sampling bag was filled with 10 L of SO2 gas at a concentration of approximately 10 ppm and 10 L of standard air gas. To homogenize the concentration, the mixture gas was circulated at a flow rate of 2 L/min for 20 min.
- A 5 g soil sample was placed in a test tube. We allowed the NO2 or SO2 gas to pass through the test tube containing the sample at a flow rate of 1.0 L/min and circulated the gas in the circuit for up to 4 h.
- The NO2 or SO2 concentration in the sampling bag was measured at intervals of 30 min. The pump was momentarily stopped during each measurement.
2.3.3. Phosphoric Acid Adsorption
2.3.4. Filtration Test of E. coli Suspension
2.3.5. Release Test
3. Results and Discussion
3.1. Chemical and Physical Properties
3.1.1. Chemical Composition, pH, Al and Fe ion Concentrations, and Crystal Structure
3.1.2. Allophane Quantity
3.1.3. Crystal Structure and Surface Microstructures
3.1.4. Apparent Porosity, Specific Surface Area, Pore Size Distribution, and Compressive Strength
3.1.5. Zeta Potential
3.2. Dye Adsorption
3.2.1. Results
3.2.2. Ion Exchange Performance and Potential for Acidic Dye Adsorption by pH Adjustment
3.3. NO2 and SO2 Adsorption
3.4. Phosphoric Acid Adsorption
3.5. Application of Akahoya to E. coli Removal
3.5.1. E. coli Adherability
3.5.2. Primary Influencing Factors
3.6. Discussion
4. Conclusions
Author Contributions
Funding
Data Availability Statement
Acknowledgments
Conflicts of Interest
References
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Type of Soil | Components (Mass%) | |||||||
---|---|---|---|---|---|---|---|---|
SiO2 | Al2O3 | Fe2O3 | K2O | MgO | CaO | TiO2 | Others | |
Akahoya | 50.1 | 31.5 | 9.85 | 1.16 | 2.97 | 2.61 | 1.13 | 0.67 |
Shirasu | 64.4 | 27.1 | 3.63 | 2.07 | - | 2.16 | 0.41 | 0.7 |
Bora | 67.2 | 20.1 | 5.0 | 2.98 | 0.77 | 3.19 | 0.55 | 0.18 |
Clay | 65.8 | 21.9 | 4.79 | 3.37 | 1.67 | 1.31 | 0.87 | 0.29 |
Immersed Sample | Ion Concentration (ppm) | |
---|---|---|
Al | Fe | |
None (distilled water) | 0.014 | 0.089 |
Akahoya | 0.993 | 0.422 |
Clay | 0.057 | 0.115 |
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Misawa, N.; Yasui, K.; Sakai, K.; Kobayashi, T.; Nagahama, H.; Haraguchi, T.; Sasaki, S.; Torrung, V.; Luangtongkum, T.; Taniguchi, T.; et al. Fine Particle Adsorption Capacity of Volcanic Soil from Southern Kyushu, Japan. Nanomaterials 2023, 13, 568. https://doi.org/10.3390/nano13030568
Misawa N, Yasui K, Sakai K, Kobayashi T, Nagahama H, Haraguchi T, Sasaki S, Torrung V, Luangtongkum T, Taniguchi T, et al. Fine Particle Adsorption Capacity of Volcanic Soil from Southern Kyushu, Japan. Nanomaterials. 2023; 13(3):568. https://doi.org/10.3390/nano13030568
Chicago/Turabian StyleMisawa, Naoaki, Kentaro Yasui, Kentaro Sakai, Taichi Kobayashi, Hideki Nagahama, Tomohiro Haraguchi, Satomi Sasaki, Vetchapitak Torrung, Taradon Luangtongkum, Takako Taniguchi, and et al. 2023. "Fine Particle Adsorption Capacity of Volcanic Soil from Southern Kyushu, Japan" Nanomaterials 13, no. 3: 568. https://doi.org/10.3390/nano13030568
APA StyleMisawa, N., Yasui, K., Sakai, K., Kobayashi, T., Nagahama, H., Haraguchi, T., Sasaki, S., Torrung, V., Luangtongkum, T., Taniguchi, T., Yamada, K., Minamimagari, M., Usami, T., & Kinoshita, H. (2023). Fine Particle Adsorption Capacity of Volcanic Soil from Southern Kyushu, Japan. Nanomaterials, 13(3), 568. https://doi.org/10.3390/nano13030568