| 膨胀性土壤降雨入渗产流模型 |
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| 引用本文： | 甘永德,贾仰文,刘欢,牛存稳,仇亚琴.膨胀性土壤降雨入渗产流模型[J].水利学报,2017,48(10):1220-1228,1239. |
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| 作者姓名： | 甘永德 贾仰文 刘欢 牛存稳 仇亚琴 |
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| 作者单位： | 中国水利水电科学研究院 流域水循环模拟与调控国家重点实验室, 北京 100038,中国水利水电科学研究院 流域水循环模拟与调控国家重点实验室, 北京 100038,中国水利水电科学研究院 流域水循环模拟与调控国家重点实验室, 北京 100038,中国水利水电科学研究院 流域水循环模拟与调控国家重点实验室, 北京 100038,中国水利水电科学研究院 流域水循环模拟与调控国家重点实验室, 北京 100038 |
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| 基金项目： | 国家重点基础研究发展规划项目（2015CB452701）；国家自然科学基金项目（51379215，50939006）；流域水循环模拟与调控国家重点实验室自主研究课题（2016ZY03） |
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| 摘 要： | 膨胀性土壤吸水会发生膨胀变形,这对降雨入渗产流过程有显著影响。本文以Green-Ampt模型为基础,提出了考虑土壤膨胀性的非稳定降雨入渗产流模型(GJGAM)。为量化土壤膨胀性对降雨入渗产流过程的影响,文章引入了考虑土壤膨胀性的土壤饱和导水系数及饱和含水量,并提出了两参数的计算方法。同时,应用GJGAM和传统的不考虑土壤膨胀性模型(TGAM)分别模拟了径流强度和土壤累计入渗量的室内试验过程,并与试验观测值进行了对比分析。结果表明:利用GJGAM模拟得到的土壤累计入渗量和径流强度与其实测结果吻合良好,而TGAM模拟得到的土壤累计入渗量大于实测值,而径流强度小于实测值。
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| 关 键 词： | 土壤膨胀性 黄土 Green-Ampt模型 土壤入渗产流 |
| 收稿时间： | 2017/1/14 0:00:00 |
Unsteady rainfall infiltration model for swelling soil |
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| GAN Yongde,JIA Yangwen,LIU Huan,NIU Cunwen and QIU Yaqin.Unsteady rainfall infiltration model for swelling soil[J].Journal of Hydraulic Engineering,2017,48(10):1220-1228,1239. |
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| Authors: | GAN Yongde JIA Yangwen LIU Huan NIU Cunwen and QIU Yaqin |
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| Affiliation: | National Key Laboratory of Basin Water Cycle Simulation and Control, China Institute of Water Resources & Hydropower Research, Beijing 100038, China,National Key Laboratory of Basin Water Cycle Simulation and Control, China Institute of Water Resources & Hydropower Research, Beijing 100038, China,National Key Laboratory of Basin Water Cycle Simulation and Control, China Institute of Water Resources & Hydropower Research, Beijing 100038, China,National Key Laboratory of Basin Water Cycle Simulation and Control, China Institute of Water Resources & Hydropower Research, Beijing 100038, China and National Key Laboratory of Basin Water Cycle Simulation and Control, China Institute of Water Resources & Hydropower Research, Beijing 100038, China |
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| Abstract: | The soil swelling and deformation will happen when swelling soils absorb water. Soil swelling and deformation has great influence on soil water infiltration process. Based on Green-Ampt, an algorithm considered soil swelling and deformation was proposed for simulating infiltration into swelling soil under un-steady rainfall (GJGAM). The soil saturated hydraulic conductivity and soil saturated water content consid-ered soil swelling were introduced to account for the effect of soil swelling on soil rainfall-infiltration, and could be approximately determined by soil physical properties. Meanwhile,the model (GJGAM) and the tra-ditional Green-Ampt model without considering soil swelling (TGAM) were applied to simulate runoff rate and cumulative infiltration, and compared with the observed data in the experiments. The results indicate that the calculated runoff rate and cumulative infiltration by the GJGAM model were all in good agreement with the observed values. However, when using the TGAM model, the calculated runoff rate was less than the observed value,and the calculated cumulative infiltration were larger than the observed value. |
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| Keywords: | soil swelling Loess soil Green-Ampt model soil infiltration-runoff |
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