首页> 外文期刊>Remote Sensing of Environment: An Interdisciplinary Journal >Interaction between permafrost and infrastructure along the Qinghai-Tibet Railway detected via jointly analysis of C- and L-band small baseline SAR interferometry
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Interaction between permafrost and infrastructure along the Qinghai-Tibet Railway detected via jointly analysis of C- and L-band small baseline SAR interferometry

机译:通过对C波段和L波段小基线SAR干涉测量法的联合分析,发现青藏铁路沿线多年冻土与基础设施之间的相互作用

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The Qinghai-Tibet Railway (QTR) is the highest and longest plateau linear structure in the world. The embankment is prone to instability, primarily due to the freezing and thawing of the permafrost overlying active layer. The infrastructure construction changes environmental conditions and in turn has influenced permafrost evolutions. In this study, we have investigated the feasibility of extracting surface motions in permafrost regions by means of satellite SAR interferometry. The relationship between surface deformation, permafrost active layer and other environmental conditions were further analyzed. In total, 19 L-band ALOS PALSAR SLC images (acquired from 21 June 2007 to 30 December, 2010) and 38 C-band Envisat ASAR SLC images (acquired from 18 November 2004 to 17 December, 2009) were employed to cover the Beiluhe experimental site, Qinghai, China. A hybrid persistent scatterer interferometry model based on interferometric point target analysis (IPTA) and small baseline strategy was firstly developed for surface motion estimation, minimizing the seasonal decorrelation effect. Then, the results from C- and L-band data were analyzed and compared, based on a statistical calibration model. Ground leveling data acquired from Fenghuo Mount Tunnel front with a one month interval were used for InSAR-derived results validation, revealing good agreement in displacement rates as well as time series. The QTR has been in operation since 2006. Our study has observed distinct surface motions along the embankment, primarily in the range of - 20 to +. 20. mm/yr, implying the necessity of continued satellite-based surveillance along the QTR.
机译:青藏铁路(QTR)是世界上最长,最长的高原线性结构。路堤易于不稳定,主要是由于永久冻土覆盖的活性层的冻结和融化。基础设施建设改变了环境条件,进而影响了多年冻土的演变。在这项研究中,我们研究了通过卫星SAR干涉测量法提取多年冻土地区表面运动的可行性。进一步分析了表面变形,多年冻土活性层与其他环境条件之间的关系。总共使用了19张L波段ALOS PALSAR SLC图像(从2007年6月21日至2010年12月30日获得)和38张C波段Envisat ASAR SLC图像(从2004年11月18日至2009年12月17日获得)覆盖了北陆河实验场,中国青海。首先建立了基于干涉点目标分析(IPTA)和小基线策略的混合持久散射体干涉测量模型,以进行表面运动估计,从而最大程度地减少了季节去相关效应。然后,基于统计校准模型,对来自C波段和L波段数据的结果进行分析和比较。以间隔一个月的时间从奉火山隧道前获取的地面平整数据用于InSAR衍生的结果验证,表明位移速率和时间序列具有良好的一致性。 QTR自2006年以来一直在运行。我们的研究已观察到沿路堤的明显表面运动,主要在-20至+范围内。 20.毫米/年,这意味着有必要在QTR沿线继续进行基于卫星的监视。

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