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A suburban inter-dike river reach of a large river: Modern morphological and sedimentary changes (the Bratislava reach of the Danube River, Slovakia)

机译:一条大河的郊区堤坝间河段:现代形态和沉积变化(斯洛伐克多瑙河的布拉迪斯拉发河段)

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The paper outlines contemporary geomorphic and sedimentary changes (1949-2007) in the suburban inter-dike reach of the Danube River in Bratislava underpinning requirements of its management. The studied river reach represents the right bank inter-dike area of a tectonically determined bend of the Danube River which is about 5 km long with a radius of 1.5 km. The landform and floodplain roughness classification schemes show variations in hydraulic and depositional conditions during flooding. Investigation of landform and floodplain roughness changes and the bank retreat rate is based on the multitemporal interpretation of aerial photographs. Sedimentological analysis of 10 borings and 20 pit exposures helped to delimit the morphostratigraphic units. The process and the rate of the vertical accretion of the modern floodplain were investigated by sedimentological and dendrochronological methods. The behaviour of the study reach is dependent on upstream dams in Austria. Dams produce changes in the suspended load regime and a steady riverbed erosion of 2 to 3.5 cm occurs upstream of the study river reach near the Slovak-Austrian border. The Cunovo dam downstream expediates upstream channel filling in spite of the ongoing channel gravel mining in the Danube channel. This has resulted in channel bed aggradation of about 1 m since 1992. The bank retreat of about 100 m during 1949-2007 was caused by the natural bank erosion processes as well as by channel straightening as a flood control measure for Bratislava. The bank shift resulted in the development of the new levee. The current overbank deposits differ from the older gravels, consisting of a fine-grained alluvium varying in thickness from 0.5 m to 1 m. The lithofacies of three flood deposits (March 2002, August 2002, and September 2007) were examined. Overbank sediments differentiate with distance from the bank and vertically. Suburban settings of the study reach and the flood control measures along with the external forcing (dams) induced changes in channel morphology as well as in floodplain roughness variability. This has resulted in changes in the present floodplain sedimentary conditions, channel forms and biodiversity. The landscape evolved through three distinct evolutionary phases.
机译:该文件概述了布拉迪斯拉发多瑙河郊区双堤间河段的当代地貌和沉积变化(1949-2007年),这是对其管理要求的基础。所研究的河段代表了多瑙河由构造确定的弯道的右岸堤防区域,该弯道长约5 km,半径为1.5 km。地貌和洪泛区粗糙度分类方案显示了洪水期间水力和沉积条件的变化。地形和洪泛区粗糙度变化和河岸退缩率的调查基于航空照片的多时相解释。对10个钻孔和20个坑暴露进行沉积学分析有助于划定地层地层单位。通过沉积学和年代学方法研究了现代洪泛区的垂直增生过程和速率。研究范围的行为取决于奥地利的上游水坝。大坝会改变悬置荷载状态,在研究河上游靠近斯洛伐克-奥地利边界的上游发生2到3.5厘米的稳定河床侵蚀。尽管多瑙河河道中正在进行河道砾石开采,但库努沃大坝的下游加快了上游河道的填充。自1992年以来,这导致河床床层约1 m的淤积。1949-2007年,河岸撤退约100 m,这是由于自然河岸侵蚀过程以及河道拉直作为布拉迪斯拉发的防洪措施所致。银行转移导致了新堤防的发展。当前的河床沉积物与旧的砾石不同,后者由厚度从0.5 m到1 m的细颗粒冲积层组成。研究了三种洪水沉积物的岩相(2002年3月,2002年8月和2007年9月)。沿岸沉积物随距岸和垂直距离的不同而不同。研究范围的郊区设置和防洪措施以及外部强迫(水坝)引起河道形态以及洪泛区粗糙度变化。这导致了当前洪泛区沉积条件,河道形式和生物多样性的变化。景观经历了三个不同的演化阶段。

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