刘娜,黄权中,陈宏泽,等. 密度驱动条件下饱和介质盐分迁移规律[J]. 农业工程学报,2023,39(19):67-74. DOI: 10.11975/j.issn.1002-6819.202303130
    引用本文: 刘娜,黄权中,陈宏泽,等. 密度驱动条件下饱和介质盐分迁移规律[J]. 农业工程学报,2023,39(19):67-74. DOI: 10.11975/j.issn.1002-6819.202303130
    LIU Na, HUANG Quanzhong, CHEN Hongze, et al. Salinity migration of saturated media under density-driven conditions[J]. Transactions of the Chinese Society of Agricultural Engineering (Transactions of the CSAE), 2023, 39(19): 67-74. DOI: 10.11975/j.issn.1002-6819.202303130
    Citation: LIU Na, HUANG Quanzhong, CHEN Hongze, et al. Salinity migration of saturated media under density-driven conditions[J]. Transactions of the Chinese Society of Agricultural Engineering (Transactions of the CSAE), 2023, 39(19): 67-74. DOI: 10.11975/j.issn.1002-6819.202303130

    密度驱动条件下饱和介质盐分迁移规律

    Salinity migration of saturated media under density-driven conditions

    • 摘要: 为探究一维饱和介质中考虑密度驱动条件下的盐分迁移规律,在室内开展了从土柱顶端释放NaCl盐溶液的密度驱动下盐分迁移试验,结果表明:浓度为100 g/L的盐溶液从顶部释放后仅720 min土柱底部浓度即达到最大值;土柱顶部释放的盐分浓度越高密度驱动效果越明显,迁移到土柱底部(深度70~100 cm)的盐分含量占比越高;释放盐分浓度为6、12、40、60、100、150 g/L时底部盐分含量占比分别为33.3%、36.7%、38.0%、40.0%、40.2%、47.1%。为对比密度驱动和浓度弥散作用下的盐分迁移规律差异,开展了从土柱底部释放高浓度盐溶液的反向弥散试验,结果表明:试验期内密度驱动对盐分迁移的影响效果远大于浓度弥散作用,试验进行30 d后弥散作用仅对土柱底部20 cm范围内的浓度分布产生影响;底部释放盐分浓度越高,向上的弥散通量越大,但对浓度的重分布影响不明显,浓度为6、40、60、100 g/L的NaCl溶液试验进行15 d后土柱底部20 cm范围内含盐量占比依次增大,分别为37.5%、62.4%、72.7%、82.7%。该研究量化分析了在密度驱动和弥散作用下盐分的迁移规律,可为干旱灌区盐分平衡规律的研究提供一定的理论依据。

       

      Abstract: In order to investigate the salt migration rule in one-dimensional saturated media under density-driven conditions, a density driven test of NaCl solution released from the top of soil column and a concentration dispersion test of NaCl solution released from the bottom of soil column were carried out respectively. Among them, the density driven test included two parts: the dynamic test of high concentration salt migration under density driven conditions and the salt migration characteristic test of different concentrations. The salt dispersion test included two parts: the dynamic process test of high concentration gradient dispersion and the dispersion characteristic test under different concentration gradients. The test device with a column made of perspex in a height of 115 cm and an inner diameter of 11 cm was established. The water inlet and outlet were respectively arranged at the bottom and top of the column, and the water isolation bottom plate was arranged at a position of 5 cm above the bottom. Holes were drilled every 10 cm from bottom to top on the side wall of the column and soil solution extractors were placed to extract soil solutions. The filling medium of the glass column was cleaned and air-dried quartz sand (0.5-1.0 mm). After filling, deionized water was used to saturate the soil column from bottom to top. The results showed that the effect of density-driven on salt migration was much greater than that of concentration dispersion during the test period. Driven by density, the salt released from the top quickly migrated downward, and the salt concentration in the upper layer was greater than that at the bottom within 5-120 min. After 330 min, the concentration increased with the increase of depth, and the salt gradually accumulated towards the bottom. The bottom concentration reached the maximum after 720 min. In addition, during the whole migration process, the peak of salt concentration moved downward with the increase of time, the peak value decreased from 54.3 g/L at the beginning of the experiment (after 5 min) to 24.2 g/L at the end of 21 600 min. However, the change of salt concentration by dispersion was slow, and only the concentration at the within 20 cm of the bottom of the soil column changed significantly within 30 days. The law of salt migration was different for different concentrations of salt solutions. The higher the concentration released from the top, the more obvious the density driving effect was, and the salt content in the depth range of 70-100 cm at the bottom of soil column was higher. After 15 days, the proportion of salt content at the bottom of 150, 100, 60, 40, 12 and 6 g/L decreased successively, and were 47.1%, 40.2%, 40.0%, 38.0%, 36.7% and 33.3%, respectively. The higher the concentration of salt released from the bottom, the greater the upward diffusion flux, but the effect on the redistribution of concentration was not obvious. After 15 days of testing, the salt released at concentrations of 100, 60, and 40 g/L was mainly distributed at depths of 80-100 cm, and the salt concentration at other depths was low, while the salt concentration at concentrations of 6 g/L gradually decreased with depth decreasing, which was similar to the distribution rule driven by positive density. The salt content at the within 20 cm of soil column of NaCl solution with concentrations of 100, 60, 40 and 6 g/L decreased successively, were 82.7%, 72.7%, 62.4% and 37.5%, respectively. Based on four sets of laboratory one-dimensional saturated soil column tests, this study quantified the density driven salt migration rule and the dispersion dynamic rule under different concentration gradients of salt solutions, which can provide theoretical basis for salt balance research in arid irrigation area.

       

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