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

机译:调查地下水流量对永久冻土散射热稳定性的影响

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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:道路堤低下的多年冻土是北方普遍的问题。热建模可以有助于确定热稳定的路堤配置;然而,该建模通常不包括地下水流量对地质系统的影响,这将导致Permafrost降解仅比大气变暖更快。作为一个较大,正在进行的研究项目的一部分,我们提出了阿拉斯加公路测试部分的热转印初步结果,加拿大育空地区的育空溪附近。该实验公路测试部分位于特征的区域,该区域由富含冰冻的永久冻土为特征的区域。虽然整体项目包括现场工作和实验室测量,但本文侧重于探索性建模的结果。一种能够数学耦合的二维有限元件,用于造型。使用仅使用导电热流产生的模型结果仅使用热量和地下水流量(热平流)表示模型结果表明地下水对道路堤坝内部和下方和下方的温度分布具有显着影响。例如,使用50年的模型结果,包括地下水流量将建模化的解冻深度增加约8米,并且可以将温度提高到堤坝底部的过量+ 2.5°C。对于湿地形条件,这些初步建模结果表明,将地下水流入热建模是必要的,以便更好地理解道路堤和底层永久冻土之间的复杂相互作用。

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