首页> 外文期刊>Zeitschrift fur Geomorphologie >Channel bed adjustment to over bankfull discharge magnitudes of the flysch gravel -bed stream - case study from the channelized reach of the Ole River (Czech Republic)
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Channel bed adjustment to over bankfull discharge magnitudes of the flysch gravel -bed stream - case study from the channelized reach of the Ole River (Czech Republic)

机译:调整河床床至超过满溢流量的碎石砾石床流-以奥勒河河道(捷克共和国)为例

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The rivers draining the Czech part of the Flysch Carpathians have deeply incised their beds over the last 60 years. This paper focuses on the Olse River in the Czech part of the Flysch Carpathians and summarises the results of the increased kinetic energy of flowing water of contemporary channel based on the analyse of hydraulic parameters of channel. The comparison of geodetic measurements from 1960 and 2003 was used together with the assessment of aerial photos from 1950s and present. The average width of the studied reach of the active Olse R. channel narrowed from 35 m in 1955 to 24 m in 2010. In some locations, the original river bed has lowered as much as 2.3 m between the years 1960 and 2003. Morphology of the Olse River channel has accelerated these erosion processes. The main reason for this is an adjustment of water flow dynamics. The unit stream power and hydraulic radius values have increased two to three times from 1960 to 2003 for 5, 20, 50 and 100-recurrence interval discharge. Incision of channel greater than 0.10-0.21m in the studied period may reflect change in cross-sectional geometry and lower than 0.10-0.21m may reflect other factors such as sediment disruption operating in the basin (e.g. with land-use changes, gravel mining etc.).
机译:在过去的60年中,排入Flysch喀尔巴阡山脉捷克部分的河流已深切地切割了河床。本文以Flysch喀尔巴阡山脉的捷克部分的奥尔瑟河为研究重点,在分析河道水力参数的基础上,总结了当代河道流动水动能增加的结果。将1960年和2003年的大地测量结果进行了比较,并对1950年代至今的航空照片进行了评估。活动的Olse R.河道的研究河段平均宽度从1955年的35 m缩小到2010年的24 m。在某些地区,原始河床在1960年至2003年之间降低了2.3 m。奥尔瑟河河道加速了这些侵蚀过程。主要原因是水流动力学的调整。从1960年到2003年,对于5次,20次,50次和100次重复间隔放电,单位流功率和水力半径值增加了2到3倍。在研究期间,大于0.10-0.21m的河道切口可能反映了剖面几何形状的变化,小于0.10-0.21m的河道切口可能反映了其他因素,例如盆地中的泥沙破坏(例如,随着土地用途的变化,砾石开采)等等。)。

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