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Landslide Tsunami Hazard Along the Upper US East Coast: Effects of Slide Deformation, Bottom Friction, and Frequency Dispersion

机译:沿着美国东海岸的山体滑坡海啸危险:滑动变形,底部摩擦和频率分散的影响

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Numerical simulations of Submarine Mass Failures (SMFs) are performed along the upper US East Coast to assess the effect of slide deformation on predicted tsunami hazard. Tsunami generation is simulated using the three-dimensional non-hydrostatic model NHWAVE. For rigid slumps, the geometry and law of motion are specified as bottom boundary conditions. Deforming slide motion is modeled using a depth-integrated bottom layer of dense Newtonian fluid, fully coupled to the overlying fluid motion. Once the SMFs are no-longer tsunamigenic, tsunami propagation simulations are performed using the Boussinesq wave model FUNWAVE-TVD, using nested grids of increasingly fine resolution towards shore and employing a one-way coupling methodology. Probable maximum tsunamis are simulated for Currituck SMF proxies sited in four areas of the shelf break slope that have enough sediment accumulation to cause large failures. Deforming slides have a slightly larger initial acceleration, but still generate a smaller tsunami than rigid slumps due to their spreading and thinning out during motion, which gradually makes them less tsunamigenic. Comparing the maximum envelope of surface elevations along a 5 m isobath, consistent with earlier work, the bathymetry of the wide shelf is found to strongly control the spatial distribution of tsunami inundation. Overall, tsunamis caused by rigid slumps are worst case scenarios, providing up to 50% more inundation than for deforming slides having a moderate level of viscosity set in the upper range of debris flows. Tsunamis from both types of SMFs are able to cause water withdrawal to the 5 m isobath or deeper. Bottom friction effects are assessed by performing some of the simulations using two different Manning coefficients, one 50% larger than the other. With increased bottom friction, the largest tsunami inundations at the coast are reduced by up to 15%. Selected simulations are rerun by turning off dispersion in the model, which leads to moderate c
机译:沿着美国东海岸的潜艇大规模故障(SMF)的数值模拟,以评估幻灯片变形对预测海啸危害的影响。使用三维非静水压模型NHWave模拟海啸生成。对于刚性坍落度,几何形状和运动定律被指定为底部边界条件。使用深度集成的牛顿流体底层建模的变形滑动运动,完全耦合到覆盖流体运动。一旦SMFS不再延长了Tsunamigenic,使用BousineQ波模型Funwave-TVD进行海啸传播模拟,使用朝向岸上越来越精细的分辨率和采用单向耦合方法的嵌套网格进行。可能的最大海啸被模拟用于在搁板斜坡的四个区域中具有足够沉积物积累的沉积斜率的核心SMF代理模拟。变形载玻片具有稍大的初始加速度,但由于它们在运动期间的展开和稀疏而仍然产生较小的海啸而不是刚性坍落度,这逐渐使得它们逐渐使它们较少。将表面高度的最大包络与5米isobath相一致,宽搁板的浴室持续符合5米的isobath,强烈控制海啸淹没的空间分布。总的来说,由刚性坍塌引起的海啸是最糟糕的情况,提供多达50%的淹没,而不是用于在碎片流量的上部范围内设定的中等粘度的变形载玻片。来自两种类型的SMFS的海啸都能够导致5米isobath或更深的措施。通过使用两种不同的曼宁系数进行一些模拟来评估底部摩擦效应,比另一个大于另一个的50%。随着底部摩擦的增加,海岸最大的海啸淹没减少了高达15%。通过在模型中关闭色散来重新运行所选模拟,从而导致中度C

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