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Investigating the Effects of Groundwater Flow on the Thermal Stability of Embankments over Permafrost

机译:研究地下水流量对多年冻土路堤热稳定性的影响

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Degrading permafrost below roadway embankments is a widespread problem in the north. Thermal modeling can help to determine thermally stable embankment configurations; however, this modeling typically does not include the effects of groundwater flow on the geosystem, which will cause permafrost degradation to occur faster than atmospheric warming alone. As part of a larger, ongoing research project, we present preliminary results of heat transfer modeling for an Alaska Highway test section near Beaver Creek, Yukon Territory, Canada. This experimental highway test section is located in an area characterized by muskeg vegetation underlain by ice-rich permafrost. While the overall project includes field work and laboratory measurements, this paper focuses on the results of exploratory modeling. A two-dimensional finite element program capable of mathematically coupling both heat and groundwater flow was used for modeling. Comparing model results produced using conductive heat flow only to model results using both heat and groundwater flow (heat advection) indicates that groundwater has a significant effect on the configuration of the thaw bulb and the temperature distribution within and below the roadway embankment. For example, using 50-year model results, including groundwater flow increases modeled thaw depths below the embankment by approximately 8 m, and can increase temperatures to an excess of+2.5°C at the bottom of the embankment. For wet terrain conditions, these preliminary modeling results indicate that it is essential to incorporate groundwater flow into thermal modeling, in order to understand better the complex interactions between roadway embankments and underlying permafrost.
机译:在北部,路堤下方的永久冻土退化是一个普遍存在的问题。热模型可以帮助确定热稳定路堤的配置;但是,该模型通常不包括地下水流对地球系统的影响,这将导致多年冻土退化的发生速度快于单独的大气变暖。作为一个正在进行的较大研究项目的一部分,我们为加拿大育空地区比弗河附近的阿拉斯加公路试验段提供了传热建模的初步结果。这个公路试验区位于一个以富含冰的永久冻土为底的麝香植被的地区。虽然整个项目包括现场工作和实验室测量,但本文着重探讨探索性建模的结果。使用能够在数学上耦合热量和地下水流的二维有限元程序进行建模。将仅使用传导热流产生的模型结果与仅使用热和地下水流(热对流)的模型结果进行比较,表明地下水对解冻球的形状以及路堤内外的温度分布有显着影响。例如,使用50年的模型结果(包括地下水流量)会使路堤下方的模拟融化深度增加约8 m,并且会使路堤底部的温度升高至+ 2.5°C以上。对于潮湿的地形条件,这些初步的建模结果表明,必须将地下水流纳入热力模型中,以便更好地理解路堤和下层多年冻土之间的复杂相互作用。

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