首页> 外文会议>Long Time Effects and Seepage Behavior of Dams >THE IMPACT OF V142M PLATFORM PLUGGING AT RIGHT BANK OF XIN'ANJIANG DAM TO UNDERGROUND WATER LEVEL
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THE IMPACT OF V142M PLATFORM PLUGGING AT RIGHT BANK OF XIN'ANJIANG DAM TO UNDERGROUND WATER LEVEL

机译:新安江大坝右岸V142M平台塞对地下水位的影响

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摘要

In the light of high density fractured rock mass and platform plugging in right dam abutment of Xin'anjiang Dam, 3-d saturated-unsaturated seepage mathematical model due to surface infiltration is established. The saturated-unsaturated seepage field before and post sealing in the working condition of common rainfall and rainstorm is calculated and then is used to study the change law of uplift pressure at dam foundation with different underground water level and seepage gradient at right dam The results show that V 142m platform plugging not only blocks the ground rainfall infiltration in this platform area effectively, but also reduces lateral recharge to rock mass around the platform from rainfall infiltration in this platform area. It also improves the behavior of bank slope underground water motion at right dam abutment, reduces lateral recharge from right dam abutment rock mass to dam foundation and is beneficial to decrease uplift pressure at dam foundation to some extent.
机译:针对新安江大坝右坝肩高密度裂隙岩体和平台堵塞的情况,建立了3d地表入渗引起的饱和-不饱和渗流数学模型。计算了普通降雨和暴雨工作条件下封闭前后的饱和-不饱和渗流场,然后研究了不同地下水位和右坝渗流梯度的坝基上扬压力变化规律。 V 142m平台的堵塞不仅有效地阻止了该平台区域的地面降雨入渗,而且减少了该平台区域的降雨入渗对平台周围岩体的侧向补给。它也改善了右坝肩处岸坡地下水运动的行为,减少了从右坝肩岩体到坝基的横向补给,并在一定程度上有利于降低坝基的上浮压力。

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