大宝山非典型岩溶隧道水害特征

Liu Shao-ming, C. An, L. Hao, Luo Sha-Sha
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引用次数: 1

摘要

研究大宝山非典型岩溶隧道水害特征。工程地质与水文地质填图调查、引水试验、隧道水害调查、理论计算与分析。结果表明:大宝山隧道岩性为泥质灰岩、灰岩、碳质页岩灰岩、灰岩和劣质煤层,属非典型岩溶隧道;隧道山地表有3处岩溶塌陷,但不存在多年生水体。雨季隧洞内有涌水和涌泥,隧洞水害的水源为降雨,涌水通道为地表塌陷、溶解裂缝和裂缝。计算结果表明,降雨强度分别为7.84mm/h、8.44 mm/h、9.18mm/h、10.17 mm/h,导致涌水量超过排水沟排水能力的降雨时间分别为2.5h、2.2h、2.0h、1.8h。当降雨强度为33.3mm/h时,降雨时间仅为35min。隧道涌水造成大量的水、泥、沙流在道路上,危及交通安全,甚至造成交通事故。
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Water Hazard Characteristics of Dabaoshan Atypical Karst Tunnel
To study the water hazard characteristics of DaBaoshan atypical karst tunnel. Engineering geological and hydrogeological mapping and survey, water connection test, tunnel water hazard investigation, theoretical calculation and analysis are used. The results show that the lithology of the DaBaoshan tunnel is argillaceous limestone, limestone, carbonaceous shale limestone, limestone and inferior coal seam, which is an atypical karst tunnel. There are three karst collapses, but there are not perennial water bodies on the surface of tunnel hill. In the rainy season, there are gushing water and mud in the tunnel, the water source of tunnel water hazard is rainfall, and the gushing water channels are surface collapse, dissolved crack and fissure. The calculation results show the rainfall intensity are 7.84mm/h, 8.44 mm/h, 9.18mm/h, 10.17 mm/h respectively, the rainfall time that lead to the gushing water exceeds the drainage capacity of the gutters are 2.5h, 2.2h, 2.0h, 1.8h respectively. And when the rainfall intensity is 33.3mm/h, the rainfall time is only 35min. The tunnel gushing water causes a lot of water, mud and sands flows on the road which endangers traffic safety, even causing traffic accidents.
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