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Assessing Riverbank Erosion and Land Cover Changes in Permafrost Regions Based on a Terrain Analysis Approach: An Example from the Colville River Delta, Northern Alaska

机译:基于地形分析方法评估河岸侵蚀和陆地覆盖变化:北阿拉斯加北部Colville河三角洲的一个例子

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Arctic deltas are dynamic and complex environments influenced by the presence of permafrost and affected by a wide range of processes. Erosion may directly impact communities and local ecosystems, while there may be consequences at the global scale such as the release of greenhouse gases. Channel migration and erosion must also be considered in the routing and design of linear infrastructure, including pipelines, roads, and bridges built for oil and gas development on the North Slope of Alaska. Assessing channel migration and erosion helps evaluate future changes, while cryofacies and terrain analysis approaches allow estimation of ground properties over extended areas. We studied erosion rates, and ground loss (areas, volumes) by terrain unit along a major distributary in the Colville River Delta (Alaska), the Nigliq Channel, from 1948 to 2013. We integrated an analysis of digital elevation models with a channel migration analysis and available data on local terrain units and subsurface conditions. The long-term maximum erosion rates from 1948 to 2013 averaged 0.9 m y~(-1) and ranged from 0.4 to 3.3 m y~(-1). The inactive- and active-floodplain cover deposits experienced the highest erosion (269,960 m~2 and 150,830 m~2, respectively); however, the alluvial terrace in the Gubik Formation had the largest ground loss volume due to banks being over twice higher, on average. Eroding the older ice-rich terrain units forming the floodplain toposequence, such as the inactive-floodplain cover deposits, resulted in ground loss volumes of about 208,357 m~3 as soil solids and about 833,429 m~3 as ground ice. Our study supports the pertinence to integrate terrain analysis and cryofacies approaches in erosion assessment at the landscape scale along a permafrost-influenced deltaic channel.
机译:北极倾角性是受永久冻土存在影响的动态和复杂的环境,并受到广泛的过程影响。侵蚀可能直接影响社区和地方生态系统,而全球规模可能导致诸如温室气体的释放。在线性基础设施的路由和设计中还必须考虑渠道迁移和侵蚀,包括石油和天然气开发的管道,道路和桥梁在阿拉斯加北坡上。评估渠道迁移和侵蚀有助于评估未来的变化,而低温和地形分析方法允许在扩展区域估计地面特性。从1948年至2013年,我们研究了沿着科尔维尔河三角洲(阿拉斯加州)的主要分布式的地形单位的侵蚀率和地面损失(地区,卷),从1948年到2013年。我们通过渠道迁移综合了对数字高程模型的分析分析和可用的本地地形单位和地下条件的数据。 1948年至2013年的长期最大侵蚀率平均为0.9米〜(-1),范围为0.4至3.3米Y〜(-1)。无效和主动泛洪平板盖储存经历了最高的侵蚀(分别为269,960 m〜2和150,830 m〜2);然而,Gubik地层中的冲积露台由于银行平均超过两倍的银行而具有最大的地面损失量。侵蚀形成漫滩toposequence旧富含冰的地形单元,例如非活性-漫滩盖存款,导致约208357米〜3地面损失量为土壤固体和约833429米〜3作为地面冰。我们的研究支持在横向尺度沿着多年冻土影响的日期渠道整合地形分析和低温舒张侵蚀评估方法。

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