淮南市中央公园下穿隧道抗浮地下水位分析

On analysis of anti-floating underground water level at undercrossing tunnel of central park in Huainan

根据淮南市山南新区南纬六路下穿隧道抗浮地下水位工程的实际情况,从场区地形地貌、地表水系规划、水文地质条件、地下水位控制要素等方面进行了分析,合理确定设计抗浮地下水位,以期从最大程度上满足工程建设的安全运营。

According to the fact of the anti-floating underground water level project at Nanwei 6th road of Shannan new district of Huainan, the paper analyzes from the topography and geomorphology, the planning for the surface water system, the hydrological conditions, and the controlling elements of the underground water level by taking the undercrossing central park tunnel as the example, and has the reasonable identification for the design of the anti-floating underground water level, so as to meet the demands of the safe operation of the construction maximally.