魏云杰, 陶连金, 许有俊. 2008: 贵州某岩溶隧道构造特征及涌水危害分析. 工程地质学报, 16(S1): 78-82.
    引用本文: 魏云杰, 陶连金, 许有俊. 2008: 贵州某岩溶隧道构造特征及涌水危害分析. 工程地质学报, 16(S1): 78-82.
    WEI Yunjie, TAO Lianjin, XU Youjun. 2008: ANALYSIS OF STRUCTURE CHARACTERISTIC AND HARM OF WATER INTRUSION IN SOME KARST TUNNEL, GUIZHOU. JOURNAL OF ENGINEERING GEOLOGY, 16(S1): 78-82.
    Citation: WEI Yunjie, TAO Lianjin, XU Youjun. 2008: ANALYSIS OF STRUCTURE CHARACTERISTIC AND HARM OF WATER INTRUSION IN SOME KARST TUNNEL, GUIZHOU. JOURNAL OF ENGINEERING GEOLOGY, 16(S1): 78-82.

    贵州某岩溶隧道构造特征及涌水危害分析

    ANALYSIS OF STRUCTURE CHARACTERISTIC AND HARM OF WATER INTRUSION IN SOME KARST TUNNEL, GUIZHOU

    • 摘要: 根据该隧道的水文地质和工程地质勘察资料,分析评价了其岩层含水岩组的划分、地质蓄水构造、地表水的发育、地下水的发育、地表水及地下水的补给、隧道高程与出露泉点高程的关系,预测了隧道各部位涌水情况,并采用径流模数法预测了隧道的正常涌水量和最大涌水量,预测结果表明隧道涌水部位主要集中在中部,正常涌水量10.3×104m3·d-1,雨季最大涌水量22.9×104m3·d-1,进而提出了隧道的施工建议。

       

      Abstract: According to hydrology geology and engineering geology reconnaissance material of this tunnel, its rock layer including the water-rock group's division, the geological water-storing structure, the surface water growth, the ground water growth, the surface water and the ground water military supplies, the tunnel elevation and the appearing spring elevation relations were analyzed and appraised ; the tunnel various spots welled up the water situation was forecasted, and the runoff modulus law was used to forecast the tunnel welled up normally the water volume and wells up most greatly the water volume, the result was forecasted to indicate that the tunnel welled up the water spot mainly to concentrate in middle, welled up normally the water volume 10.3?104m3穌-1, rainy season most greatly welled up water volume 22.9?104m3穌-1, then the tunnel construction proposal was put forward.

       

    /

    返回文章
    返回