首页> 外文期刊>Sedimentology: Journal of the International Association of Sedimentologists >Formation of point bars through rising and falling flood stages: Evidence from bar morphology, sediment transport and bed shear stress
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Formation of point bars through rising and falling flood stages: Evidence from bar morphology, sediment transport and bed shear stress

机译:在洪水的上升和下降阶段形成点状钢筋:来自钢筋形态,沉积物迁移和床层切应力的证据

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Flow processes and sediment transport in a channel bend and associated point bar have been studied in modern rivers, theoretical models and physical experiments: however, the relationship between flow process and point-bar morphology has rarely been explained due to the complex nature of open channel flow. Plan-view exposures of an ancient point-bar complex, exposed at the top of the Cretaceous Ferron Sandstone Member of the Mancos Shale Formation, south-central Utah, allowed reconstruction of bar morphology, sediment transport and bed shear stress, which were used to extrapolate flow processes. Studies of these outcrops show that compound point bars and scroll bars were probably formed during falling and rising flood stages, respectively. A simulation model of plan-view channel form shows that channel dimensions, such as radius of curvature and sinuosity of the point-bar complex, range between 205m and 351m and 104 and 122, respectively, throughout the evolution of the channel bend. Variations in strength of the helical flow were interpreted as the main control on facies architecture and bar morphology. Strong helical flow was related to the deposition of the scroll bars, while strength of helical flow is decreased for compound bars. The use of cross-beds as a common palaeocurrent indicator was found to be inconsistent with mean flow directions and channel margin orientation.
机译:在现代河流,理论模型和物理实验中,已经研究了河道弯道和相关的点坝的流动过程和泥沙输送;但是,由于明渠的复杂性,很少解释河道过程和点坝形态之间的关系。流。在犹他州中南部Mancos页岩组白垩纪Ferron砂岩顶部暴露的古代点-条复合体的平面图曝光,可以重建条形,沉积物传输和床剪应力,这些用于外推流动过程。对这些露头的研究表明,在洪水的上升和下降阶段可能分别形成了复合点状条和滚动条。平面图通道形式的仿真模型显示,在通道弯曲的整个过程中,通道尺寸(例如曲率半径和点-杆复合体的弯曲度)分别在205m和351m之间以及104和122之间。螺旋流强度的变化被解释为相构造和条形的主要控制因素。强大的螺旋流与滚动条的沉积有关,而对于复合条,螺旋流的强度降低。发现使用横床作为常见的古流指示剂与平均流向和河道边缘方向不一致。

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