高原山地复杂地质条件下某拟建岩溶隧道涌水风险分析

Water Inrush Risk Assessment for a Proposed Karst Tunnel in Complex Plateau-mountain Geological Settings

  • 摘要: 岩溶隧道涌水具有突发性强、涌水量大、危害重的特征,准确识别其富水性和岩溶水文地质条件是防控的关键。针对云南高原山地复杂地质条件下某拟建岩溶隧道穿越复杂岩溶区面临的涌水灾害风险问题,综合运用现场地质调查、岩溶水化学特征分析、氢氧同位素特征分析方法,结合隧道涌水量定量计算结果,系统分析岩溶隧道涌水的补给来源、径流路径及水文动态特征,科学评价岩溶隧道涌突水风险等级。研究结果表明:(1)研究区内茅口、栖霞组地层(P1m+q)岩溶发育最为强烈,具有明显的层控性、构造导向性和水文动态依赖性;(2)研究区地下水化学类型以HCO3-Ca·Mg型和HCO3·SO4-Ca型为主,Ca2+/Mg2+比值偏高,反映出岩溶发育强烈。δD值与δ18O值指示区内地下水补给来源为大气降水,且降水补给高程在2 000 m以上;(3)根据隧道洞身与地下水位的空间位置关系,推荐对隧道分段采用不同方法计算涌水量,并据此开展不同段落涌水风险性分级评估。

     

    Abstract: Water inrush in karst tunnels is characterized by high suddenness, large water volume and severe hazards, and the accurate identification of water abundance and karst hydrogeological conditions is the key to prevention and control. To address the water inrush disaster risk associated with a proposed karst tunnel traversing a complex karst area under the complicated geological conditions of the Yunnan plateau and mountains, this paper systematically investigates the recharge sources, runoff paths and dynamic characteristics of karst tunnel water inrush, and evaluates the risk of water inrush and outburst through integrated field investigations, hydrochemical and hydrogen-oxygen isotope analysis, combined with tunnel water inflow calculations. The results show that: (1)Karst development is most intense in the Maokou and Qixia Formations (P1m+q) in the study area, exhibiting obvious stratigraphic-controlled, structurally-oriented and hydrodynamic-dependent characteristics. (2) The hydrochemical types in the study area are HCO3-Ca·Mg type and HCO3·SO4-Ca type with high Ca2+/Mg2+ ratios, reflecting intense karst development. The δD and δ18O values indicate that groundwater in the area is recharged by precipitation at elevations above 2 000 m. (3) Based on the spatial relationship between the tunnel alignment and the groundwater table, it is recommended to apply different calculation methods to tunnel water inflow for different sections, thereby evaluating the water inrush risk of each section.

     

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