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首页> 外文期刊>Hydrologie und Wasserbewirtschaftung >Investigation on the erosion stability of cohesive sediment deposits in the weir channel of the barrage Iffezheim, River Rhine
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Investigation on the erosion stability of cohesive sediment deposits in the weir channel of the barrage Iffezheim, River Rhine

机译:莱茵河Iffezheim堰坝堰道内粘性沉积物的侵蚀稳定性研究

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摘要

To investigate the erosion stability of deposited fine sediment in the barrage Iffezheim on the Upper Rhine River, a combined measuring strategy was applied. Next to in situ measurement, sediment cores were extracted and analysed in the laboratory. At 12 sampling points, the in situ device was used to measure the critical bed shear stresses at the sediment surface. At the same time, sediment cores were withdrawn at each site to perform depth-orientated investigations in the hydraulic laboratory. The objective of this study was to investigate the remobilisation potential of the deposited fine sediments. Next to critical shear stresses and erosion rates, additional sedimentary and biological parameters were examined such as bulk densities, particle size distributions, TOC-contents and chlorophyll-a concentrations. Moreover, different methods were tested and compared to determine the critical shear stresses for the deposited fine sediments.The results generally reveal a very low erosion stability, especially at the sediment surface and in the upper sediment layers. Deeper sediment layers are characterised by consolidation effects and display a higher erosion resistance. High clay contents result in increased stability while high sand contents show a high remobilisation potential. No significant relation to the parameters TOC-content or chlorophyll-a concentration can be identified. A comparison between the different techniques applied to determine the critical bed shear stresses reveals values in the same order of magnitude; however, some significant variations occur in this extent.
机译:为了研究上莱茵河堰塞河伊费兹海姆中沉积的细沉积物的侵蚀稳定性,采用了组合测量策略。在进行原位测量之后,在实验室中提取并分析了沉积物芯。在12个采样点,使用现场设备测量沉积物表面的临界床切应力。同时,在每个站点撤回了沉积岩心,以便在水力实验室进行深度研究。这项研究的目的是调查沉积的细沉积物的迁移潜力。除了临界剪切应力和侵蚀速率,还检查了其他沉积和生物学参数,例如堆积密度,粒度分布,TOC含量和叶绿素a浓度。此外,测试和比较了不同的方法来确定沉积的细沉积物的临界剪切应力,结果通常显示出非常低的侵蚀稳定性,尤其是在沉积物表面和上层沉积层中。较深的沉积层具有固结效应,并具有较高的抗侵蚀性。高粘土含量可提高稳定性,而高砂含量则具有很高的修复潜力。可以确定与参数TOC含量或叶绿素a浓度没有明显关系。用来确定临界床层切应力的不同技术之间的比较揭示了相同数量级的值。但是,在此范围内会发生一些重大变化。

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