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An experimental analysis of bed load transport in gravel-bed braided rivers with high grain Reynolds numbers

机译:雷诺数高的砾石层辫状河中河床荷载输运的试验分析

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Laboratory experiments were performed with nearly uniform fluvial gravel (D-50=9 mm, D-10=5 mm and D-90=13 mm) to analyse the relationship between stream power and bed load transport rate in gravel-bed braided rivers at high grain Reynolds numbers. The values of the unit-width dimensionless bed-load rate q(b)* and unit-width dimensionless stream power omega* were evaluated in equilibrium conditions based on ten different experimental runs. Then, they were plotted along with values obtained during particularly representative field studies documented in the literature, and a regression law was derived. For comparison, a regression analysis was performed using the data obtained from laboratory experiments characterized by smaller grain sizes and, therefore, referring to relatively low grain Reynolds numbers. A numerical integration of Exner's equation was performed to reconstruct the local and time-dependent functional dependence of q(b)* and w*. The results led to the following conclusions: 1) At equilibrium, the reach averaged bed load transport rate is related to the reach-averaged stream power by different regression laws at high and low grain Reynolds numbers. Additionally, the transition from bed to suspended load transport is accelerated by low Re*, with the corresponding bed load discharge increasing with stream power at a lower, linear rate. 2) When tested against the gravel laboratory measurements, the high Re* power law derived in the present study performs considerably better than do previous formulas. 3) The longitudinal variability of the section-averaged equilibrium stream power is much more pronounced than that characterizing the bed load rate, at least for high Re*. Thus, the stream power and its local-scale heterogeneity seem to be directly responsible for transverse sediment re-distribution and, ultimately, for the determination of the spatial and temporal scales that characterize the gravel bedforms. 4) Finally, the stochastic interpretation of the wetted bed elevation function mapped in a particularly representative sample run reveals that gravel-bed transport and braiding are associated with the persistence of multiple equilibrium energy states due to the presence of truly non-stationary, local-scale pseudo-periodicity. (C) 2016 Elsevier Ltd. All rights reserved.
机译:用近乎均匀的河床砾石(D-50 = 9 mm,D-10 = 5 mm和D-90 = 13 mm)进行实验室实验,以分析砾石层辫状河中河水动力与河床负荷输运速率之间的关系。雷诺数高。基于十个不同的实验运行,在平衡条件下评估了单位宽度无量纲的床负荷率q(b)*和单位宽度无量纲的流功率omega *的值。然后,将它们与文献中记载的特别具有代表性的田野研究中获得的值一起作图,得出回归定律。为了进行比较,使用从实验室实验获得的数据进行了回归分析,这些数据的特征是较小的晶粒尺寸,因此是指相对较低的晶粒雷诺数。对Exner方程进行了数值积分,以重建q(b)*和w *的局部和时间相关函数依赖性。结果得出以下结论:1)在高和低晶粒雷诺数下,通过不同的回归定律,河床平均河床负荷输运速率与河床平均河流功率有关。此外,低Re *加速了从床到悬浮负载运输的过渡,相应的床负载放电以较低的线性速率随流功率的增加而增加。 2)当根据砾石实验室测量结果进行测试时,本研究得出的高Re *幂定律的性能比以前的公式好得多。 3)至少在高Re *时,截面平均平衡流功率的纵向变化比表征床层负荷速率的变化要明显得多。因此,水流动力及其局部尺度的非均质性似乎直接负责横向沉积物的重新分布,并最终决定了砾石基岩特征的时空尺度。 4)最后,在一个特别有代表性的样本运行中对湿床高程函数进行的随机解释表明,由于存在真正的非平稳,局部-非平衡态,砾石层的运输和编织与多种平衡能态的持久性有关。标度伪周期。 (C)2016 Elsevier Ltd.保留所有权利。

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