高寒阴湿区边坡浅层土体温湿响应规律研究

孙巍锋, 常洲, 兰恒星, 晏长根, 杨万里, 徐伟. 高寒阴湿区边坡浅层土体温湿响应规律研究[J]. 水文地质工程地质, 2022, 49(5): 204-213. doi: 10.16030/j.cnki.issn.1000-3665.202109057
引用本文: 孙巍锋, 常洲, 兰恒星, 晏长根, 杨万里, 徐伟. 高寒阴湿区边坡浅层土体温湿响应规律研究[J]. 水文地质工程地质, 2022, 49(5): 204-213. doi: 10.16030/j.cnki.issn.1000-3665.202109057
SUN Weifeng, CHANG Zhou, LAN Hengxing, YAN Changgen, YANG Wanli, XU Wei. The response regularity of temperature and humidity of surface soil on slopes in high-cold and humid areas[J]. Hydrogeology & Engineering Geology, 2022, 49(5): 204-213. doi: 10.16030/j.cnki.issn.1000-3665.202109057
Citation: SUN Weifeng, CHANG Zhou, LAN Hengxing, YAN Changgen, YANG Wanli, XU Wei. The response regularity of temperature and humidity of surface soil on slopes in high-cold and humid areas[J]. Hydrogeology & Engineering Geology, 2022, 49(5): 204-213. doi: 10.16030/j.cnki.issn.1000-3665.202109057

高寒阴湿区边坡浅层土体温湿响应规律研究

  • 基金项目: 国家自然科学基金项目(42077265;42041006;41790443);甘肃省交通运输厅科技项目(2021-19);中央高校基本科研业务费(300102262901)
详细信息
    作者简介: 孙巍锋(1989-),男,博士,讲师,主要从事岩土工程研究工作。E-mail:sung_boy@yeah.net
    通讯作者: 晏长根(1975-),男,博士,教授,主要从事岩土工程研究工作。E-mail:yanchanggen@163.com
  • 中图分类号: P642.11

The response regularity of temperature and humidity of surface soil on slopes in high-cold and humid areas

More Information
  • 基于长期原位监测对高寒阴湿区边坡土体温湿响应规律研究存在的不足,选取甘肃双达高速公路沿线土-岩二元结构边坡为研究对象,构建远程监测系统对边坡浅层土体温温度及大气降雨开展了为期2年多的现场监测,结合傅里叶模型与Pearson相关性分析方法,揭示了边坡土体水热迁移及降雨入渗规律,分析了边坡土体温湿度相互作用效应。研究结果表明:(1)边坡浅层土体温湿度随时间呈简谐式周期变化,且变化幅度随埋深逐渐减小,2 m深度处土体月平均温度变化具有一定滞后性,滞后时间约为30 d。(2)年内3月与9月,土体月平均温度曲线出现“纽结”现象,使边坡呈现出由春夏季表热而内凉向秋冬季表寒而内温转变的趋势。(3)春季降雨期,土体含水率增长仅发生在50 cm深度以内;夏季降雨期,降雨引起更深层土体含水率变化,因雨水持续性补充,浅层土体湿度长时间保持在35%以上。(4)土体温湿度存在较高的正相关关系,随土体埋深增加温湿度相关性增强,不同时期温湿度相互影响程度不同,年内温湿度相关性表现出“循环圈”效应。研究成果可为进一步认识边坡土体水文响应规律、水-热相关性与坡面侵蚀机理提供一定参考。

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  • 图 1  边坡上覆土体级配曲线

    Figure 1. 

    图 2  边坡土体温湿监测系统组成图

    Figure 2. 

    图 3  边坡监测断面示意图

    Figure 3. 

    图 4  土体温湿度历时曲线

    Figure 4. 

    图 5  边坡月平均土体温度曲线

    Figure 5. 

    图 6  边坡月平均土体湿度曲线

    Figure 6. 

    图 7  单次降雨作用下不同深度土体含水率变化曲线

    Figure 7. 

    图 8  连续降雨期间边坡含水率变化曲线

    Figure 8. 

    图 9  不同深度土体温湿度时程曲线

    Figure 9. 

    图 10  边坡不同深度土体水-热相关性分析

    Figure 10. 

    表 1  监测时段内边坡温湿度情况

    Table 1.  Slope temperature and humidity conditions during the monitoring period

    监测点温度/℃湿度/%
    平均值±标准差最小值最大值平均值±标准差最小值最大值
    1-110.31±6.030−2.623.5
    2-18.74±5.715−3.122.527.37±3.96818.0639.50
    3-110.32±5.6770.121.027.11±1.72323.3135.62
    1-210.04±5.0980.718.526.89±1.48723.9431.06
    2-28.52±4.8590.518.028.15±2.76223.6937.44
    3-210.08±4.9251.218.128.70±1.28425.5632.12
    1-39.39±3.8912.215.129.07±2.08526.8739.44
    2-38.43±3.5852.514.728.04±1.15725.6930.81
    3-39.17±3.5812.514.829.89±1.27227.0633.25
    1-48.91±3.0043.313.632.50±1.02230.8734.56
    2-48.46±2.7454.013.136.55±1.40834.1239.06
    3-48.73±2.6193.613.034.48±1.06732.2537.50
    下载: 导出CSV

    表 2  边坡土体水-热Pearson相关性分析结果

    Table 2.  Pearson correlation analysis results of water-heat of slope soil

    温/湿度T0.2 mT0.5 mT1.25 mT2.0 mH0.2 mH0.5 mH1.25 mH2.0 m
    T0.2 m10.9790.8560.6740.8050.7780.7110.534
    T0.5 m0.97910.9280.7740.8430.8390.8030.644
    T1.25 m0.8560.92810.9480.8560.9150.9550.867
    T2.0 m0.6740.7740.94810.7570.8780.9850.978
    H0.2 m0.8050.8430.8560.75710.9410.7940.641
    H0.5 m0.7780.8390.9150.8780.94110.9230.808
    H1.25 m0.7110.8030.9550.9850.7940.92310.955
    H2.0 m0.5340.6440.8670.9780.6410.8080.9551
    下载: 导出CSV
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出版历程
收稿日期:  2021-09-28
修回日期:  2021-11-17
刊出日期:  2022-09-15

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