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首页> 外文期刊>Journal of Hydrology >Computational Fluid Dynamics simulations of the Late Pleistocene Lake Bonneville Flood
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Computational Fluid Dynamics simulations of the Late Pleistocene Lake Bonneville Flood

机译:隆诺德湖湖湖湖湖洪水湖洪水的计算流体动力学模拟

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摘要

At approximately 18.0 ka, pluvial Lake Bonneville reached its maximum level. At its northeastern extent it was impounded by alluvium of the Marsh Creek Fan, which breached at some point north of Red Rock Pass (Idaho), leading to one of the largest floods on Earth. About 5320 km(3) of water was discharged into the Snake River drainage and ultimately into the Columbia River. We use a OD model and a 2D non-linear depth-averaged hydrodynamic model to aid understanding of outflow dynamics, specifically evaluating controls on the amount of water exiting the Lake Bonneville basin exerted by the Red Rock Pass outlet lithology and geometry as well as those imposed by the internal lake geometry of the Bonneville basin. These models are based on field evidence of prominent lake levels, hypsometry and terrain elevations corrected for post-flood isostatic deformation of the lake basin, as well as reconstructions of the topography at the outlet for both the initial and final stages of the flood. Internal flow dynamics in the northern Lake Bonneville basin during the flood were affected by the narrow passages separating the Cache Valley from the main body of Lake Bonneville. This constriction imposed a water level drop of up to 2.7 m at the time of peak-flow conditions and likely reduced the peak discharge at the lake outlet by about 6%. The modeled peak outlet flow is 0.85.10(6) m(3) s(-1). Energy balance calculations give an estimate for the erodibility coefficient for the alluvial Marsh Creek divide of similar to 0.005 m y(-1) Pa-1.5, at least two orders of magnitude greater than for the underlying bedrock at the outlet. Computing quasi steady-state water flows, water elevations, water currents and shear stresses as a function of the water-level drop in the lake and for the sequential stages of erosion in the outlet gives estimates of the incision rates and an estimate of the outflow hydrograph during the Bonneville Flood: About 18 days would have been required for the outflow
机译:在大约18.0 ka,普尔维莱湖邦纳维尔达到其最高水平。在东北方面,它被沼泽溪粉丝的激增扣押,这在红岩通行证(爱达荷州)以北的某些点突破,导致地球上最大的洪水之一。大约5320公里(3)米的水被排入蛇河排水,最终进入哥伦比亚河。我们使用OD模型和2D非线性深度平均流体动力学模型,以帮助了解流出动态,特别是在排出的湖泊沿着红岩通道岩性和几何和几何形状施加的湖北沿线的水量的对照由Bonneville Basin的内部湖几何形状施加。这些模型基于湖泊盆地洪水后等静态变形的突出湖泊水平,低沉和地形高度的现场证据,以及洪水初始和最终阶段的出口地形的重建。洪水期间北部莱茵奈维尔盆地内部流动动态受到狭窄的通道的影响,将缓存谷从邦纳维尔湖主体分离。这种收缩在峰流动条件时施加了高达2.7m的水位下降,并且可能降低湖门出口的峰值放电约6%。建模的峰值出口流量为0.85.10(6)m(3)s(-1)。能量平衡计算估计对类似于0.005MY(-1)PA-1.5的冲积Marsh Creek分裂的易腐蚀系数,比出口处的底层基岩的至少两个数量级。计算准稳态水流,水升高,水流和剪切应力作为湖中的水位下降和出口中腐蚀的连续阶段给出了切口率的估计和流出的估计在Bonneville洪水期间的水文照片:漏流需要约18天

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