复合吸湿凝胶制备优化及其在干旱-半干旱地区的生态修复应用

谭思祺, 周建伟, 弓永峰, 李冉, 冯海波. 复合吸湿凝胶制备优化及其在干旱-半干旱地区的生态修复应用[J]. 水文地质工程地质, 2025, 52(4): 39-49. doi: 10.16030/j.cnki.issn.1000-3665.202502049
引用本文: 谭思祺, 周建伟, 弓永峰, 李冉, 冯海波. 复合吸湿凝胶制备优化及其在干旱-半干旱地区的生态修复应用[J]. 水文地质工程地质, 2025, 52(4): 39-49. doi: 10.16030/j.cnki.issn.1000-3665.202502049
TAN Siqi, ZHOU Jianwei, GONG Yongfeng, LI Ran, FENG Haibo. Optimization of composite atmospheric hygroscopic gel preparation and its application in ecological restoration in arid-semi-arid regions[J]. Hydrogeology & Engineering Geology, 2025, 52(4): 39-49. doi: 10.16030/j.cnki.issn.1000-3665.202502049
Citation: TAN Siqi, ZHOU Jianwei, GONG Yongfeng, LI Ran, FENG Haibo. Optimization of composite atmospheric hygroscopic gel preparation and its application in ecological restoration in arid-semi-arid regions[J]. Hydrogeology & Engineering Geology, 2025, 52(4): 39-49. doi: 10.16030/j.cnki.issn.1000-3665.202502049

复合吸湿凝胶制备优化及其在干旱-半干旱地区的生态修复应用

  • 基金项目: 宁夏回族自治区重点研发计划项目(2023BEG02051);宁夏回族自治区矿山地质环境监测与生态修复创新团队项目(2022BSB03106)
详细信息
    作者简介: 谭思祺(2000—),男,硕士研究生,主要从事矿山地质环境生态修复研究。E-mail:tansiqit47@cug.edu.cn
    通讯作者: 冯海波(1990—),女,博士,副教授,主要从事矿山地质环境生态修复研究。E-mail:haibo_feng@cug.edu.cn
  • 中图分类号: P641.69

Optimization of composite atmospheric hygroscopic gel preparation and its application in ecological restoration in arid-semi-arid regions

More Information
  • 水资源匮乏是限制干旱-半干旱地区生态修复效果的主要原因,吸附式空气取水技术在解决生态修复植物需水问题方面展现出极大潜力,但目前该领域应用研究相对较少。通过将异丙基丙烯酰胺(N-isopropylacrylamide,NIPAM)和丙烯酰胺(acrylamide,AM)共聚合成新型复合凝胶并负载吸湿盐,测试凝胶配比对其吸水与释水性能的影响以及在不同温湿度和光照条件下的性能及野外产水表现。结果表明:当NIPAM∶AM质量比为1∶1.5时复合凝胶的吸附与释水性能达到平衡,综合产水量最高,溶胀率达到24.7 g/g的同时可实现75.3%的释水,比聚-异丙基丙烯酰胺凝胶的产水量增加了31.3%;在温度20 °C,相对湿度50%条件下,复合凝胶负载的吸湿盐CaCl2∶LiCl摩尔比为1∶7时,吸湿量最高,为负载纯LiCl凝胶的1.14倍,且在相对湿度30%~100%条件下均可吸湿。将以上优化后的复合吸湿凝胶应用于干旱-半干旱地区矿山生态修复工程中,夏季日均产水量约为0.74 g/g,当用量在14.1~17.6 g时可弥补基于彭曼公式计算的植物生态需水量缺口,验证了应用的可行性。

  • 加载中
  • 图 1  复合吸湿凝胶制备流程图

    Figure 1. 

    图 2  不同比例凝胶的溶胀率和释水比例

    Figure 2. 

    图 3  复合凝胶的动态接触角

    Figure 3. 

    图 4  纯PNIPAM凝胶的动态接触角

    Figure 4. 

    图 5  复合凝胶的SEM图

    Figure 5. 

    图 6  复合凝胶浸泡不同浓度吸湿盐溶液后的载盐量及吸附量

    Figure 6. 

    图 7  不同比例吸湿盐凝胶的平衡吸附量

    Figure 7. 

    图 8  不同比例吸湿盐凝胶的吸附速率

    Figure 8. 

    图 9  复合吸湿凝胶在不同环境条件下的6 h吸附量

    Figure 9. 

    图 10  复合吸湿凝胶在不同湿度下的吸附速率

    Figure 10. 

    图 11  凝胶温度和含水率在25 °C、 光强15×104 LUX、相对湿度50%条件下的变化

    Figure 11. 

    图 12  凝胶在不同温度和光强下释水的时长

    Figure 12. 

    图 13  修复边坡遥感图

    Figure 13. 

    图 14  植生孔试验照片

    Figure 14. 

    图 15  培养皿内土壤含水率变化

    Figure 15. 

    图 16  植生孔内温湿度变化图

    Figure 16. 

    表 1  复合凝胶内的质量比例

    Table 1.  Mass ratio within the composite gel

    序号 A1 A2 A3 A4 A5 A6 A7
    NIPAM占比/% 100 66.7 60 50 40 33.3 0
    AM占比/% 0 33.3 40 50 60 66.7 100
    下载: 导出CSV

    表 2  吸湿盐的比例

    Table 2.  Ratio of hygroscopic salt

    序号 S1 S2 S3 S4
    CaCl2∶LiCl(摩尔比) 1∶4 1∶7 1∶9 0∶1
    下载: 导出CSV

    表 3  不同温度和光强下的释水比例

    Table 3.  Percentage of water release at different temperatures and light intensities

    光强/(104 LUX) 释水比例/%
    35 °C 30 °C 25 °C 20 °C
    9 68.4 63.8 46.7 41.5
    12 71.0 68.6 61.4 56.1
    15 71.3 70.9 66.3 57.2
    下载: 导出CSV
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出版历程
收稿日期:  2025-02-18
修回日期:  2025-05-08
刊出日期:  2025-07-15

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