Mualem模型中的饱和导水率修正研究
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省部级项目"陕西延安机场工程"


Modification of Saturated Hydraulic Conductivity in Mualem Model
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    摘要:

    [目的] 提高Mualem模型计算非饱和导水率的准确性。[方法] 采用理论推导结合数据统计的方法研究该模型中的饱和导水率ks修正问题。基于Brooks-Corey土壤水分特征曲线模型,建立修正导水率ko与土壤水分特征曲线之间的理论关系式;通过回归分析得到ko与土壤水分特征曲线之间的理论关系式中相关参数。[结果] 利用原状黄土的非饱和渗透试验数据,对考虑修正导水率ko的Mualem模型的准确性进行了验证,得到了比较满意的结果。[结论] 研究成果可用于依据土壤水分特征曲线直接确定非饱和土导水率,对非饱和导水率预测研究具有一定参考价值。

    Abstract:

    [Objective] In order to improve the accuracy of saturated hydraulic conductivity in the Mualem model. [Methods] The modification of the saturated hydraulic conductivity ks in the Mualem model was studied by theoretical method combined with data statistics. Based on the Brooks-Corey soil-water characteristic curve(SWCC) of unsaturated soil, a theoretical relationship between modified hydraulic conductivity and SWCC was presented, in which the correlation parameter was solved by regression analysis. [Results] Experimental data of undisturbed loess were used to evaluate the prediction outcomes of the Mualem model considering modified hydraulic conductivity ko, which showed satisfactory result. [Conclusion] This theoretical model can be used to determine unsaturated hydraulic conductivity directly from SWCC, which possesses some references for further research on the prediction of unsaturated hydraulic conductivity.

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张昊,顾强康,张仁义. Mualem模型中的饱和导水率修正研究[J].水土保持通报,2015,35(3):168-171

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  • 收稿日期:2014-11-12
  • 最后修改日期:2014-12-02
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  • 在线发布日期: 2016-04-05
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