Evaluation of Water seepage Along Proposed Baghdad Metro Tunnel Across Tigris River

Aadil Hamid, Haitham Alaa Husain
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Abstract

Water seepage can cause serious problems in geotechnical engineering especially for construction under the water level. Baghdad metro tunnel is one of the leading vital projects to solve the major problem of crowding roadways in a highly population increase city like Baghdad. In this study, the seepage rate that will flow toward different selected points along the tunnel section across Tigris River was calculated during the excavation process, with the consideration of three different water levels of River at maximum, moderate, and minimum water depths. A three-dimensional model of the study has been modeled using the finite element software (PLAXIS 3D V20). The water seepage was observed for six different locations on each route of the tunnel. The study showed that the change of water depth in the river has no significant effect on the seepage – time curve shape. However, increasing the water level in River from minimum to maximum leads to increase the seepage rate about 15%.  
巴格达地铁跨底格里斯河隧道渗水评价
在岩土工程中,特别是在水位以下的工程中,渗水是一个非常严重的问题。巴格达地铁隧道是解决巴格达这样一个人口高速增长的城市道路拥挤问题的重要工程之一。本研究在考虑底格里斯河最大、中等和最小水深三种不同水位的情况下,计算开挖过程中隧道断面沿底格里斯河不同点的渗流速率。该研究的三维模型已使用有限元软件(PLAXIS 3D V20)建模。在隧道每条路线的6个不同位置观察到渗水现象。研究表明,河流水深的变化对渗流时间曲线的形状没有显著影响。而将河段水位由最小值提高到最大值,渗流速率增加约15%。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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