{"title":"Mg²⁺- Modified geopolymer induced struvite crystallization for nitrogen and phosphorus co-recovery and its synergistic lead immobilization","authors":"Tian Wang, Panyang He, Xiaomin Zhang, Tianxing Chen","doi":"10.1016/j.psep.2025.107305","DOIUrl":null,"url":null,"abstract":"<div><div>Nitrogen and phosphorus pollution-induced eutrophication and soil heavy metal contamination are two critical global environmental challenges. Struvite precipitation can not only simultaneously removes ammonia nitrogen (NH<sub>4</sub><sup>+</sup>-N) and phosphate (PO<sub>4</sub><sup>3-</sup>-P) from water but also generates struvite for heavy metal immobilization. However, the small crystalline particles generated causes the difficult collection of struvite. In this study, a MgCl<sub>2</sub> modified metakaolin-based porous geopolymers (Mg<sup>2+</sup>-MKG) were prepared via a simple impregnation method and used as both magnesium source and crystal seed to induce the crystallization of struvite. The effects of MgCl<sub>2</sub> content, adsorbent dosage, pH, nitrogen/phosphorus (N/P) ratio, and initial NH<sub>4</sub><sup>+</sup>-N/PO<sub>4</sub><sup>3-</sup>-P concentrations on adsorption capacity were systematically evaluated. The maximum adsorption capacities of 105.91 mg·g<sup>−1</sup> (7.565 mmol·g<sup>−1</sup>) for NH<sub>4</sub><sup>+</sup>-N and 168.05 mg·g<sup>−1</sup> (5.421 mmol·g<sup>−1</sup>) for PO<sub>4</sub><sup>3-</sup>-P were achieved under the optimal conditions: 0.4 g·L<sup>−1</sup> 20Mg<sup>2+</sup>-MKG dosage, pH= 8, N/P molar ratio 2.2:1, and initial NH<sub>4</sub><sup>+</sup>-N/PO<sub>4</sub><sup>3-</sup>-P concentrations of 100 mg·L<sup>−1</sup>. Kinetic and isothermal adsorption data for NH<sub>4</sub><sup>+</sup>-N and PO<sub>4</sub><sup>3-</sup>-P were well described by the pseudo-second-order and Langmuir models, respectively, indicating that this adsorption process was chemisorptive and spontaneous characteristics with exothermic behavior. NH<sub>4</sub><sup>+</sup>-N adsorption mechanisms included physical adsorption, cation exchange between NH<sub>4</sub><sup>+</sup> and Mg<sup>2+</sup>, electrostatic interactions, and struvite formation, while PO<sub>4</sub><sup>3-</sup>-P removal occurred predominantly via struvite precipitation. Additionally, the geopolymer/struvite composite generated as a byproduct during NH<sub>4</sub><sup>+</sup>-N and PO<sub>4</sub><sup>3-</sup>-P co-adsorption process exhibited superior Pb immobilization performance in contaminated soils.</div></div>","PeriodicalId":20743,"journal":{"name":"Process Safety and Environmental Protection","volume":"199 ","pages":"Article 107305"},"PeriodicalIF":6.9000,"publicationDate":"2025-05-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Process Safety and Environmental Protection","FirstCategoryId":"93","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0957582025005725","RegionNum":2,"RegionCategory":"环境科学与生态学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CHEMICAL","Score":null,"Total":0}
引用次数: 0
Abstract
Nitrogen and phosphorus pollution-induced eutrophication and soil heavy metal contamination are two critical global environmental challenges. Struvite precipitation can not only simultaneously removes ammonia nitrogen (NH4+-N) and phosphate (PO43--P) from water but also generates struvite for heavy metal immobilization. However, the small crystalline particles generated causes the difficult collection of struvite. In this study, a MgCl2 modified metakaolin-based porous geopolymers (Mg2+-MKG) were prepared via a simple impregnation method and used as both magnesium source and crystal seed to induce the crystallization of struvite. The effects of MgCl2 content, adsorbent dosage, pH, nitrogen/phosphorus (N/P) ratio, and initial NH4+-N/PO43--P concentrations on adsorption capacity were systematically evaluated. The maximum adsorption capacities of 105.91 mg·g−1 (7.565 mmol·g−1) for NH4+-N and 168.05 mg·g−1 (5.421 mmol·g−1) for PO43--P were achieved under the optimal conditions: 0.4 g·L−1 20Mg2+-MKG dosage, pH= 8, N/P molar ratio 2.2:1, and initial NH4+-N/PO43--P concentrations of 100 mg·L−1. Kinetic and isothermal adsorption data for NH4+-N and PO43--P were well described by the pseudo-second-order and Langmuir models, respectively, indicating that this adsorption process was chemisorptive and spontaneous characteristics with exothermic behavior. NH4+-N adsorption mechanisms included physical adsorption, cation exchange between NH4+ and Mg2+, electrostatic interactions, and struvite formation, while PO43--P removal occurred predominantly via struvite precipitation. Additionally, the geopolymer/struvite composite generated as a byproduct during NH4+-N and PO43--P co-adsorption process exhibited superior Pb immobilization performance in contaminated soils.
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