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Response of lateral channel dynamics of a lowland meandering river to engineering-derived adjustments - an example of the Morava River (Czech Republic)

机译:低地蜿蜒河道的横向河道动力学对工程引起的调整的响应-莫拉瓦河(捷克共和国)的一个例子

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Freely meandering (quasi)natural reaches oflowland rivers represent a rare phenomenon in Central Europe.Increasing attention is currently being paid to thedynamics of quasi-natural (artificially influenced) meanderingrivers as this attention represents the basic prerequisitefor the development of appropriate restorationstrategies on regulated rivers. This study focused on a 5.5km long reach of the Morava River in the Strá?nické Pomoravíregion, Czech Republic that is characterised byquasi-natural evolution after substantial engineering adjustmentswere made in the first decades of the twentiethcentury. Based on Geographic Information Systems (GIS)analysis of aerial photographs, the spatio-temporal dynamicsof bank erosion and accretion rates were quantitativelydescribed and variables that control channel migrationrates were identified. High rates of lateral shifts werelocalised in high sinuosity segments (sinuosity 1.17-2.37),whereas segments with very low rates were straight orformed into slightly curved bends (sinuosity 1.05-1.18). Asa key factor, engineering works that influenced local riverbed slope and induced a dramatic increase in bank erosionrates were identified. River engineering works induced adramatic increase in bank erosion rate (2.19 m/year for1938-53 and 1.47 m/year for 1953-63). An interval of approximately25 years was needed before the erosion ratesdropped back to values documented before river regulation(0.35-1.09 m/year for 1841-1938). Other important controllingvariables included radius of curvature, frequencyand magnitude of floods and, locally, river bank materialproperties and floodplain land cover.
机译:在中欧,低河的自由蜿蜒(准)河段代表一种罕见的现象。目前,人们越来越关注准自然(人工影响)河曲的动力学,因为这种注意代表了在受管制河流上制定适当的恢复策略的基本前提。这项研究的重点是捷克共和国Strá?nickéPomoravíregion的Morava河5.5公里长的河段,其特征是在20世纪前几十年进行了重大工程调整后,自然演化。基于航空照片的地理信息系统(GIS)分析,定量描述了堤岸侵蚀和积聚率的时空动态,并确定了控制河道迁移率的变量。较高的侧向移位发生在高弯曲度段(弯曲度1.17-2.37)中,而具有较低比率的弯曲段则笔直或形成为轻微弯曲的弯曲(弯曲度1.05-1.18)。作为一个关键因素,已经确定了影响当地河床坡度并引起河岸侵蚀率急剧增加的工程工作。河流工程导致河岸侵蚀率急剧增加(1938-53年为2.19 m /年,1953-63年为1.47 m /年)。需要大约25年的时间间隔才能使侵蚀率恢复到河流管制之前记录的值(1841-1938年为0.35-1.09 m /年)。其他重要的控制变量包括曲率半径,洪水的频率和幅度,以及局部地区的河岸物质属性和洪泛区土地覆盖。

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