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太行山区深埋公路隧道水文地质特征研究及涌水量预测

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太行山地区水文地质单元复杂且多样化,为准确预测太行山特长隧道的涌水地段及涌水量.文中通过分析隧址区域水文地质条件,采用多种方法对隧道主洞分段涌水量进行对比预测.结果表明,下元古界变质碎屑岩裂隙水含水岩组赋存裂隙空间狭小,富水性较弱.长城系碎屑岩裂隙水含水岩组裂隙网络连通好,深部岩层裂隙内地下水滞留量较大.寒武系张夏组岩溶水含水层富水性很强,静水位标高在区域范围内较为稳定.抽水试验结果显示本区域岩溶裂隙含水层渗透系数普遍较大,且比下元古界变质碎屑岩裂隙水渗透系数大很多.但由于溶蚀裂隙发育密度不同,不同地段碳酸盐岩裂隙含水岩组富水能力存在较大差异.碳酸盐岩裂隙含水岩组抽水降深很小,若隧道穿越该区会造成较大突水灾害.应调整隧道纵坡使隧道洞体底板位于寒武系岩溶裂隙水富水层之上.通过综合分析确定隧道施工过程中最大涌水量预测值为15 788 m3/d,正常涌水量预测值为4 163 m3/d.
Hydrogeological Characteristics and Water Inflow Prediction of Deep Buried Highway Tunnel in Taihang Mountain Area
The hydrogeological units in Taihang Mountains are complex and diversified.In order to ac-curately predict the water surge area and water inflow of Taihang Mountain long tunnel,the hydro-geological conditions of the tunnel site are analyzed in detail,and the water inflow of the main tunnel is compared and predicted by various methods.The results show that the fracture space of fissure wa-ter-bearing rock group in lower Proterozoic metamorphic clastic rock is small and the water richness is weak.The fracture network of the water-bearing rock group in the clastic rock of Changcheng system is well connected,and the water retention in the deep rock fracture is large.The karst water aquifer of Zhangxia Formation of Cambrian system is highly water-rich,and the static water level elevation is relatively stable in the region.The results of pumping test show that the permeability coefficient of karst fissure aquifer in this region is generally larger than that of lower Proterozoic metamorphic clas-tic rock.However,due to the different development density of dissolution fissure,the water-rich abil-ity of carbonate fissure water-bearing rock groups in different sections is quite different.The drainage depth of carbonate fissure water-bearing rock group is very small,and if the tunnel passes through this area,it will cause greater water inrush disaster.The longitudinal slope of the tunnel should be adjusted so that the tunnel floor is located above the Cambrian karst fissure water-rich layer.Through comprehensive analysis,the predicted value of maximum water inflow during tunnel construction is 15 788 m3/d,and the predicted value of normal water inflow is 4 163 m3/d.

taihang mountain regiondeep embeddinghighway tunnelhydrogeological conditionswater inflow

刘新文、李文强、郭亮亮

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山西省交通规划勘察设计院有限公司 太原 030032

太原理工大学水利科学与工程学院 太原 030024

太行山地区 深埋 公路隧道 水文地质条件 涌水量

山西省基础研究计划面上项目山西交通控股集团有限公司科技创新项目(2023)

20230302121125223-JKKJ-46

2024

交通科技
武汉理工大学

交通科技

影响因子:0.495
ISSN:1671-7570
年,卷(期):2024.(2)
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