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Assessment of Coarse Sediment Mobility in the Black Canyon of the Gunnison River, Colorado

机译:科罗拉多州甘尼森河黑峡谷粗泥沙活动性评估

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The Gunnison River in the Black Canyon of the Gunnison National Park (BCNP) near Montrose, Colorado is a mixed gravel and bedrock river with ephemeral side tributaries. Flow rates are controlled immediately upstream by a diversion tunnel and three reservoirs. The management of the hydraulic control structures has decreased low-frequency, high-stage flows, which are the dominant geomorphic force in bedrock channel systems. We developed a simple model to estimate the extent of sediment mobilization at a given flow in the BCNP and to evaluate changes in the extent and frequency of sediment mobilization for flow regimes before and after flow regulation in 1966. Our methodology provides a screening process for identifying and prioritizing areas in terms of sediment mobility criteria when more precise systematic field data are unavailable. The model uses the ratio between reach-averaged bed shear stress and critical shear stress to estimate when a particular grain size is mobilized for a given reach. We used aerial photography from 1992, digital elevation models, and field surveys to identify individual reaches and estimate reach-averaged hydraulic geometry. Pebble counts of talus and debris fan deposits were used to estimate regional colluvial grain-size distributions. Our results show that the frequency of flows mobilizing river bank sediment along a majority of the Gunnison River in the BCNP has significantly declined since 1966. The model results correspond well to those obtained from more detailed, site-specific field studies carried out by other investigators. Decreases in the frequency of significant sediment-mobilizing flows were more pronounced for regions within the BCNP where the channel gradient is lower. Implications of these results for management include increased risk of encroachment of vegetation on the active channel and long-term channel narrowing by colluvial deposits. It must be recognized that our methodology represents a screening of regional differences in sediment mobility. More precise estimates of hydraulic and sediment parameters would likely be required for dictating quantitative management objectives within the context of sediment mobility and sensitivity to changes in the flow regime.
机译:科罗拉多州蒙特罗斯附近的甘尼森国家公园(BCNP)黑峡谷中的甘尼森河是由砾石和基岩混合而成的河流,有短暂的支流。流量由一个引水隧洞和三个蓄水池直接控制在上游。液压控制结构的管理减少了低频高阶流,这是基岩通道系统中主要的地貌力。我们开发了一个简单的模型来估算BCNP中给定流量下的泥沙动员程度,并评估1966年流量调节前后的流动状态,泥沙动员程度和频率的变化。我们的方法提供了一种筛选程序,用于识别当没有更精确的系统野外数据时,根据沉积物迁移标准对区域进行优先排序。该模型使用平均到达床剪切应力与临界剪切应力之间的比率来估计何时为给定到达动员特定粒度。我们使用了1992年的航空摄影技术,数字高程模型和野外勘测来识别单个河段并估算河段平均水力几何形状。距骨和碎屑扇沉积物的卵石计数被用来估计区域冲积粒度分布。我们的结果表明,自1966年以来,沿BCNP的大部分甘尼森河流动的河岸沉积物的流动频率已显着下降。该模型结果与其他研究者从更详细的,针对特定地点的野外研究中获得的结果相吻合。 。对于BCNP内河道梯度较低的区域,大量沉积物动员的频率降低更为明显。这些结果对管理的影响包括活动通道上植被被侵蚀的风险增加,以及河床沉积物使通道长期变窄。必须认识到,我们的方法论代表了对沉积物迁移率区域差异的筛选。在沉积物迁移率和对流态变化的敏感性的背景下,可能需要更精确的水力和沉积物参数估计值来确定定量管理目标。

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