冯伟. 2010: 对尼尔基水库浸没评价中黏性土层渗流特点的探讨. 工程地质学报, 18(S1): 64-70.
    引用本文: 冯伟. 2010: 对尼尔基水库浸没评价中黏性土层渗流特点的探讨. 工程地质学报, 18(S1): 64-70.
    FENG Wei. 2010: SEEPAGE IN COHESIVE SOIL LAYER OF THE IMPOUNDED REGION OF NIERJI RESERVOIR. JOURNAL OF ENGINEERING GEOLOGY, 18(S1): 64-70.
    Citation: FENG Wei. 2010: SEEPAGE IN COHESIVE SOIL LAYER OF THE IMPOUNDED REGION OF NIERJI RESERVOIR. JOURNAL OF ENGINEERING GEOLOGY, 18(S1): 64-70.

    对尼尔基水库浸没评价中黏性土层渗流特点的探讨

    SEEPAGE IN COHESIVE SOIL LAYER OF THE IMPOUNDED REGION OF NIERJI RESERVOIR

    • 摘要: 尼尔基水库地处第四纪下更新统冲洪积层中,岩性复杂,厚度变化较大。通过对右岸副坝下游区域调查研究,室内和野外试验,了解粘土层渗透运移规律因为有结合水的参与脱离了达西定律规律,有其自身的渗流特点,其主要影响指标为矿物成份、化学成份、微观结构、比表面积和组成颗粒等等;宏观上具体表现在粘土渗透性、I0值和毛细上升高度三部分。

       

      Abstract: Nierji Reservoir is located in the alluvium and diluvium of Q1 with varied thickness.Based on the investigation of downstream of auxiliary dam on the right bank,the laboratory test and field test,we conclude that the permeability law of clay band is different from Darcy Law because of the existence of bound water.The main influence indicators consist of mineral composition,chemical composition,microstructure,specific surface area,granule,etc.On the macro level it shows as clay permeability, I0 and height of capillary rise.

       

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