利用 MICP 技术抑制盐分迁移,改善盐碱土壤和水盐迁移规律

Xiaorong Wang , Chi Li , Yanru Shi , Zhenguo Zhang , Qingguo Chi , Panshi Wang
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引用次数: 0

摘要

土壤沙化和盐碱化是干旱和半干旱地区的主要环境灾害。研究盐碱土壤水盐迁移规律,提出相应的水盐调控措施具有重要意义。提出了以抑盐为基础的微生物诱导方解石沉淀(MICP)技术改良盐渍土,并利用土柱模型试验研究了改良前后盐渍土的水盐热耦合迁移规律和盐冻隆起变形规律。采用 XR1#、XR2#(从盐碱土中分离的耐盐碱矿化菌)和巴氏芽孢杆菌进行 MICP 改良,其中 XR1#效果最好。在高温蒸发条件下,改良土柱在 0-40 cm 深度范围内的水分迁移变化率、失水率、累积蒸发量和累积含盐量与未处理土柱相比分别平均降低了 53.6%、47.3%、69.5% 和 40%。在低温冷却过程中,水盐迁移特征发生了显著变化,盐霜堆积变形明显减小。冰点(-4.5 °C)处的水盐含量从悬崖式陡降(未处理盐渍土)变为环境温度下的缓慢下降(MICP 处理盐渍土),水结晶量从 81 % 降至 -5 °C时的 56.7 %。冷却过程结束时,土柱表面的盐霜起伏量平均减少了 62.7%。根据测量数据,利用 HYDRUS-1D 模型进行了数值模拟,该模型具有良好的可靠性,准确模拟和预测了微生物固化改良条件下盐碱土中水盐迁移的规律。MICP 技术明显降低了盐碱土中水盐迁移和水分蒸发的变化率,阻碍了盐分的积累,减少了盐冻土壅塞变形,有效改良了盐碱土。该研究成果为盐碱地改良提供了重要的创新和理论依据。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Improvements in saline soil and the law of water-salt transport based on salt inhibition using MICP technology

Soil desertification and salinization are the main environmental disasters in arid and semi-arid areas. It is of great significance to study the water - salt migration law of saline soil and propose corresponding water- salt regulation and control measures. Microbial-induced calcite precipitation (MICP) technology was proposed to improve saline soil based on salt inhibition, and the water–salt–heat coupling migration law and salt-frost heave deformation law of saline soil before and after improvement were studied using soil column model tests. XR1#, XR2#(Saline-alkali-tolerant mineralization bacteria isolated from saline soil) and Sporosarcina pasteurii were used in the MICP improvement and the effect of XR1# was the best. Under high-temperature evaporation, the water migration change rate, water loss rate, accumulated evaporation amount, and accumulated salt content of the improved soil columns within a depth range of 0–40 cm were reduced by an average of 53.6 %, 47.3 %, 69.5 %, and 40 %, respectively, compared with the untreated soil column. During low-temperature cooling, the characteristics of water-salt migration changed significantly, and the deformation of salt-frost heave decreased significantly. The water-salt content at the freezing point (−4.5 °C) changed from a cliff-like steep drop (untreated saline soil) to a slow decrease at environmental temperature (MICP-treated saline soil), and the amount of water crystallization decreased from 81 % to 56.7 % at −5 °C. At the end of the cooling process, the amount of salt-frost heaving on the surface of the soil columns decreased by an average of 62.7 %. Based on the measured data, a numerical simulation was conducted using the HYDRUS-1D model, which had good reliability and accurately simulated and predicted the law of water-salt migration in saline soil under the conditions of microbial solidification and improvement. MICP technology significantly reduced the change rate of water-salt migration and water evaporation in saline soil, hindered salt accumulation, and reduced salt-frost heave deformation, which effectively improved saline soil. The research results provide an important innovation and theoretical basis for the improvement of saline soil.

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