TY - JOUR
T1 - Co-Transport of Cr(VI)/Ni(II) in Solution in Alkaline Soil and their Simultaneous Immobilization
AU - Shi, Zhiqiao
AU - Ding, Jiawen
AU - Ni, Tingyu
AU - Ding, Zhuhong
N1 - Publisher Copyright:
© The Author(s), under exclusive licence to Springer Nature Switzerland AG 2025.
PY - 2025/5
Y1 - 2025/5
N2 - The co-transport of Cr(VI) and Ni(II) in alkaline soil under different soil characteristics and hydrological/hydrochemical variables and immobilization of aqueous and soilborne Cr(VI)/Ni(II) in alkaline soil were investigated. Ni(II) transport was more sensitive to soil particle size and influent pH than Cr(VI). Humic acid (HA) and magnetite (Fe3O4) reduced the transport of Ni(II) more obviously, compared with Cr(VI). Reduction and adsorption were responsible for the retention of Cr(VI) in treatments with HA and Fe3O4, while complexation and electrostatic attraction dominated in the retention of Ni(II). The increase of IS to 16 mmol/L increased Cr(VI) penetration with 8.8%, and a low pH favored the removal of Cr(VI) but impaired that of Ni(II). Soil barriers spiked with HA + Fe0 was efficient in retaining about 93.8% Cr(VI) and 94.3% Ni(II) from influent. The reaction of HA and Fe3O4 with Cr(VI) was much slower than Fe0 in mixed Cr(VI)/Ni(II) solution. Cr and Ni in co-contaminated soil could be effectively stabilized by 5% Fe0 and 5% HA + 5% Fe0 groups, converting them from easy-mobile species to more stable species. The leaching experiments of the soil at the 30th day after the remediation showed that there was little amount of Cr, Ni and Fe was washed by deionized water in HA + Fe0 treatment. Therefore, soil characteristics and hydrological/hydrochemical variables have significantly different impacts on Cr(VI) and Ni(II) transport in alkaline soil, which should be considered seriously in their risk assessment and the pollution control. Furthermore, HA + Fe0 is a promising approach in long-term immobilization of Cr(VI)/Ni(II) in their co-polluted soil.
AB - The co-transport of Cr(VI) and Ni(II) in alkaline soil under different soil characteristics and hydrological/hydrochemical variables and immobilization of aqueous and soilborne Cr(VI)/Ni(II) in alkaline soil were investigated. Ni(II) transport was more sensitive to soil particle size and influent pH than Cr(VI). Humic acid (HA) and magnetite (Fe3O4) reduced the transport of Ni(II) more obviously, compared with Cr(VI). Reduction and adsorption were responsible for the retention of Cr(VI) in treatments with HA and Fe3O4, while complexation and electrostatic attraction dominated in the retention of Ni(II). The increase of IS to 16 mmol/L increased Cr(VI) penetration with 8.8%, and a low pH favored the removal of Cr(VI) but impaired that of Ni(II). Soil barriers spiked with HA + Fe0 was efficient in retaining about 93.8% Cr(VI) and 94.3% Ni(II) from influent. The reaction of HA and Fe3O4 with Cr(VI) was much slower than Fe0 in mixed Cr(VI)/Ni(II) solution. Cr and Ni in co-contaminated soil could be effectively stabilized by 5% Fe0 and 5% HA + 5% Fe0 groups, converting them from easy-mobile species to more stable species. The leaching experiments of the soil at the 30th day after the remediation showed that there was little amount of Cr, Ni and Fe was washed by deionized water in HA + Fe0 treatment. Therefore, soil characteristics and hydrological/hydrochemical variables have significantly different impacts on Cr(VI) and Ni(II) transport in alkaline soil, which should be considered seriously in their risk assessment and the pollution control. Furthermore, HA + Fe0 is a promising approach in long-term immobilization of Cr(VI)/Ni(II) in their co-polluted soil.
KW - Column transport
KW - Hydrochemical parameters
KW - Permeable barrier
KW - Static interfacial interaction
KW - Zero-valent iron
UR - http://www.scopus.com/inward/record.url?scp=105001435018&partnerID=8YFLogxK
U2 - 10.1007/s11270-025-07939-7
DO - 10.1007/s11270-025-07939-7
M3 - 文章
AN - SCOPUS:105001435018
SN - 0049-6979
VL - 236
JO - Water, Air, and Soil Pollution
JF - Water, Air, and Soil Pollution
IS - 5
M1 - 269
ER -