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樊秀峰, 严佳捷, 吕 捷, 吴振祥.降雨条件下大孔隙土体含水率变化规律研究水资源与水工程学报[J].,2021,32(4):194-199
降雨条件下大孔隙土体含水率变化规律研究
Study on change rule of water content of macropore soil under rainfall condition
  
DOI:10.11705/j.issn.1672-643X.2021.04.26
中文关键词:  大孔隙土体  降雨  含水率  优势流  双重渗流模型
英文关键词:macroporous soil  rainfall  water content  preferential flow  dual seepage model
基金项目:国家自然科学基金项目(41861134011);福建省自然科学基金项目(2020J01507)
作者单位
樊秀峰1,2, 严佳捷1, 吕 捷1, 吴振祥1,2 (1.福州大学 环境与资源学院 福建 福州 350108
2.地质工程福建省高校工程研究中心 福建 福州 350108) 
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中文摘要:
      为探究发育类型各异的孔隙在降雨条件下引发的优势流效应对土体含水率变化规律的影响,采用一维降雨入渗试验、数值模拟等方法分析孔隙竖直贯通样、死端孔隙样、孔隙各向展布样原状土与重塑土在降雨入渗条件下含水率分布规律及大孔隙渗流特征。结果表明:水流沿土体孔隙由浅至深迁移,浅表层以均匀入渗为主且含水率均匀增大至峰值,而土体深处优势渗流效应占优,其含水率增长模式各异;竖直贯通型孔隙的含水率缓慢增大,后期增长速率小幅增加,水流沿优势通道优先侧渗,下渗速度由慢到快后迅速出流;死端型孔隙的水流在死端位置滞留,深部含水率最高,水流由下渗转变为侧渗延缓出流;各向展布型孔隙的水流先快速通过优势通道后向周围缓慢扩散,含水率的增长速率先增大后减小,水流运移至底部出流耗时较长;双重渗流模型数值模拟能较好地刻画不同大孔隙的发育特征和水分运移规律,可由不同模型参数的取值表征不同孔隙类型的水分迁移特征。
英文摘要:
      To explore the influence of preferential flow effect caused by different pore types on the change patterns of water content under rainfall condition, we adopted one-dimensional rainfall experiment and numerical simulation methods to analyze the water content distribution and macropore seepage characteristics of undisturbed soil and remolded soil using samples with vertical transfixion pores, dead end pores and anisotropic pores under the condition of rainfall infiltration. The results show that the water flow migrated along the soil pores from the surface to the deep layer. The shallow surface layer was dominated by uniform infiltration and the water content uniformly increased to the peak value. The preferential seepage effect was dominant in the deep layer, and the water content growth modes were different with different samples. The water content of samples with vertical transfixion pores increased slowly and the growth rate increased slightly at the later stage, because water had the priority to permeate along the side of the preferential channel, and its infiltration speed changed from slow to fast, and then the flow rapidly exited. The water in samples with dead end pores stagnated at the dead ends of the pores, so the water content of this pore type was the highest in the deep layer, where the water flow changed from vertical infiltration to lateral infiltration and the outflow was delayed. The water in anisotropic pore samples flowed through the preferential channel quickly and then diffused slowly to the other parts, the water content of the samples increased at first and then decreased, and it took a long time to migrate to the bottom of the samples and eventually flew out. The numerical simulation of dual seepage model can better describe the development characteristics and water migration laws of different macropores, and the water migration characteristics of different pore types can be characterized by setting the values of different model parameters.
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