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Vertical accretion sand proxies of gaged floods along the upper Little Tennessee River, Blue Ridge Mountains, USA

机译:美国蓝岭山脉小田纳西河上游的规范洪水的垂直增生砂代理

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Understanding environmental hazards presented by river flooding has been enhanced by paleoflood analysis, which uses sedimentary records to document floods beyond historical records. Bottomland overbank deposits (e.g., natural levees, floodbasins, meander scars, low terraces) have the potential as continuous paleoflood archives of flood frequency and magnitude, but they have been under-utilized because of uncertainty about their ability to derive flood magnitude estimates. The purpose of this paper is to provide a case study that illuminates tremendous potential of bottomland overbank sediments as reliable proxies of both flood frequency and magnitude. Methods involve correlation of particle-size measurements of the coarse tail of overbank deposits (0.25 mm sand) from three separate sites with historical flood discharge records for the upper Little Tennessee River in the Blue Ridge Mountains of the southeastern United States. Results show that essentially all floods larger than a 20% probability event can be detected by the coarse tail of particle-size distributions, especially if the temporal resolution of sampling is annual or sub-annual. Coarser temporal resolution (1.0 to 2.5 year sample intervals) provides an adequate record of large floods, but is unable to discriminate individual floods separated by only one to three years. Measurements of 025 mm sand that are normalized against a smoothed trend line through the down-column data produce highly significant correlations (R-2 values of 0.50 to 0.60 with p-values of 0.004 to 0.001) between sand peak values and flood peak discharges, indicating that flood magnitude can be reliably estimated. In summary, bottomland overbank deposits can provide excellent continuous records of paleofloods when the following conditions are met: 1) Stable depositional sites should be chosen; 2) Analysis should concentrate on the coarse tails of particle-size distributions; 3) Sampling of sediment intervals should achieve annual or better resolution; 4) Time-series data of particle-size should be detrended to minimize variation from dynamic aspects of fluvial sedimentation that are not related to flood magnitude; and 5) Multiple sites should be chosen to allow for replication of findings. (C) 2017 Elsevier B.V. All rights reserved.
机译:洪水泛滥分析使人们对河水泛滥带来的环境危害有了更深入的了解,该分析使用沉积记录来记录历史记录以外的洪水。海底过高的沉积物(例如天然堤坝,洪泛流域,蜿蜒的疤痕,低阶梯田)有可能成为连续泛洪洪水频率和幅度的档案,但由于不确定其得出洪水幅度估计的能力而未被充分利用。本文的目的是提供一个案例研究,作为洪水频率和洪水强度的可靠代表,阐明底栖高岸沉积物的巨大潜力。方法涉及将来自三个不同地点的岸上沉积物(> 0.25 mm砂土)的粗尾的粒度测量值与美国东南部蓝岭山脉的小田纳西河上游的历史洪水流量记录相关联。结果表明,基本上所有大于20%概率事件的洪水都可以通过粒度分布的粗尾来检测,尤其是在采样的时间分辨率为年度或次年度的情况下。较粗的时间分辨率(1.0至2.5年采样间隔)提供了大洪水的充分记录,但是无法区分仅相隔一到三年的个别洪水。通过下柱数据对平滑的趋势线进行归一化处理的> 025 mm砂的测量值在砂峰和洪水峰之间产生高度显着的相关性(R-2值为0.50至0.60,p值为0.004至<0.001)流量,表明可以可靠地估算洪水幅度。综上所述,当满足以下条件时,底层的岸上沉积物可以提供优良的连续洪水记录:1)应该选择稳定的沉积点; 2)分析应集中于粒度分布的粗尾; 3)沉积物间隔的采样应达到年度或更高分辨率; 4)应当对粒度的时间序列数据进行趋势处理,以最大程度地减少河流沉积物动态方面与洪水幅度无关的变化; 5)应该选择多个站点以允许复制发现。 (C)2017 Elsevier B.V.保留所有权利。

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