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Effects of sediment pulses on bed relief in bar-pool channels

机译:沉积物脉冲对棒池通道河床起伏的影响

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摘要

To further develop prediction of the range of morphological adjustments associated with sediment pulses in bar-pool channels, we analyze channel bed topographic data collected prior to and following the removal of two dams in Oregon: Marmot Dam on the Sandy River and Brownsville Dam on the Calapooia River. We hypothesize that, in gravel-bed, bar-pool channels, the response of bed relief to sand and gravel sediment pulses is a function of initial relief and pulse magnitude. Modest increases in sediment supply to initially low-relief, sediment-poor cross-sections will increase bed relief and variance of bed relief via bar deposition. Modest increases in sediment supply to initially high-relief cross-sections, characteristic of alternate bar morphology, will result in decreased bed relief and variance of relief via deposition in bar-adjacent pools. These hypothesized adjustments are measured in terms of bed relief, which we define as the difference in elevation between the pool-bottom and bar-top. We evaluate how relief varies with sediment thickness, where both relief and mean sediment thickness at a cross-section are normalized by the 90th percentile of observed relief values within a reach prior to a sediment pulse. Field measurements generally supported the stated hypotheses, demonstrating how introduction of a sediment pulse to low-relief reaches can increase mean and variance of relief, while introduction to high-relief reaches can decrease the mean and variance of bed relief, at least temporarily. In general, at both sites, the degree of impact increased with the thickness of sediment delivered to the cross-section. Results thus suggest that the analysis is a useful step for understanding the morphological effects of sediment pulses introduced to gravel-bed, bar-pool channels. Copyright (c) 2015 John Wiley & Sons, Ltd.
机译:为了进一步开发与条形河道中泥沙脉动有关的形态调整范围的预测,我们分析了在俄勒冈州拆除两座大坝之前和之后收集的河床床面地形数据:桑迪河上的土拨坝和河道上的布朗斯维尔水坝。 Calapooia河。我们假设,在砾石床,棒池通道中,床浮雕对沙子和砾石沉积物脉冲的响应是初始浮雕和脉冲幅度的函数。沉积物供应的适度增加至最初的低浮雕,沉积物贫乏的横截面将增加床浮起和通过条形沉积产生的床浮起的变化。最初的高浮雕剖面的沉积物供应量适度增加,这是交替的条形形态的特征,将导致河床起伏减小,并且由于在相邻的水池中沉积而引起起伏变化。这些假设的调整是根据河床起伏来衡量的,我们将其定义为池底和酒吧顶之间的高程差。我们评估浮雕如何随沉积物厚度变化,其中,在沉积物脉冲之前,通过观察到的浮雕值的90%百分数将横截面的浮雕和平均沉积物厚度归一化。现场测量通常支持上述假设,这表明向低浮雕河段引入泥沙脉冲如何能够增加浮雕的均值和方差,而向高浮雕河床引入如何至少可以暂时减小河床浮雕的均值和方差。通常,在两个站点上,影响程度都随着沉积到剖面的沉积物厚度的增加而增加。因此,结果表明该分析是了解引入砂砾层,棒池通道的沉积物脉冲的形态学影响的有用步骤。版权所有(c)2015 John Wiley&Sons,Ltd.

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