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首页> 外文期刊>Earth Surface Processes and Landforms: The journal of the British Geomorphological Research Group >Evaluation of the use of paleotsunami deposits to reconstruct inundation distance and runup heights associated with prehistoric inundation events, Crescent City, southern Cascadia margin
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Evaluation of the use of paleotsunami deposits to reconstruct inundation distance and runup heights associated with prehistoric inundation events, Crescent City, southern Cascadia margin

机译:评估古海啸沉积物的使用,以重建与史前淹没事件相关的淹没距离和爬升高度,新月城,卡斯卡迪亚南部边缘

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摘要

Historic- and prehistoric-tsunami sand deposits are used to independently establish runup records for tsunami hazard mitigation and modeled runup verification in Crescent City, California, located in the southern Cascadia Subduction Zone. Inundation from historic (1964) farfield tsunami (~5-6m runup height) left sand sheet deposits (100-200m width) in wetlands located behind a low beach ridge [3-4m elevation of the National Geodetic Vertical Datum of 1988 (NAVD88)]. The most landward flooding lines (4·5-5m elevation) in high-gradient alluvial wetlands exceed the 1964 sand sheet records of inundation by 1-2m in elevation. The most landward flooding in low-gradient alluvial wetlands exceed the corresponding sand sheet record of inundation distance by 1000m. Nevertheless, the sand sheet record is an important proxy for high-velocity inundation. Sand sheet deposition from the 1964 historic tsunami closely corresponds to the landward extent of large debris transport and structural damage in the Crescent City waterfront. The sand sheet deposits provide a proxy for maximum hazard or 'kill zone' in the study area. Six paleotsunami sand sheets (0·3-3ka) are recorded in the back-ridge marshes in Crescent City, yielding a ~450year mean recurrence interval for nearfield Cascadia tsunami. Two paleotsunami sand deposit records, likely correlated to Cascadia ruptures between 1·0 and 1·5ka, are traced to 1·2km distance and 9-10m elevation, as adjusted for paleo-sea level. The paleotsunami sand deposits demonstrate at least twice the runup height, and four times the inundation distance of the farfield 1964 tsunami sand sheet in the same marsh system. The preserved paleotsunami deposits in Crescent City are compared to the most landward flooding, as modeled by other investigators from a predicted Cascadia (~ Mw 9) rupture. The short geologic record (~1·5ka) yields slightly lower runup records than those predicted for the modeled Mw 9 rupture scenario in the same marsh, but it generally verifies predicted maximum tsunami runup for use in the planning of emergency response and rapid evacuation.
机译:历史和史前海啸砂矿被用于独立地建立海啸减灾的暴发记录,并在位于南部卡斯卡迪亚俯冲带的加利福尼亚新月市建立起模型的核查模型。来自历史悠久的(1964年)远场海啸(上升高度约5-6m)淹没在位于低滩脊后方的湿地中的左沙薄层沉积物(宽度100-200m)[1988年国家大地垂直剖面基准高3-4m(NAVD88) ]。在高梯度冲积湿地中,最向陆的洪水线(海拔4·5-5m)比1964年的沙盘记录高1-2m。在低梯度冲积湿地中,最大的陆上洪水超出相应的沙盘记录淹没距离1000m。尽管如此,砂纸记录还是高速淹没的重要代表。 1964年历史性海啸造成的沙床沉积与新月城市滨水区的大型碎屑运输和结构破坏的陆上范围密切相关。沙层沉积物可以为研究区域提供最大的危害或“杀手区”。在新月市的后脊沼泽中记录了六次古海啸沙床(0·3-3ka),产生了近场卡斯卡迪亚海啸的〜450年平均复发间隔。根据古海平面调整,两个古海砂沉积记录可能与1·0至1·5ka之间的卡斯卡迪亚破裂有关,可追溯到1·2km距离和9-10m高程。在同一沼泽系统中,古海啸砂沉积物显示出至少两倍的上升高度,是四倍于1964年Farfield海啸沙床的淹没距离的四倍。其他研究人员根据预测的卡斯卡迪亚(卡斯卡迪亚)(〜Mw 9)破裂,将新月城保存的古海啸沉积物与最陆上洪水进行了比较。较短的地质记录(〜1·5ka)比在同一沼泽中模拟的Mw 9破裂情景所预测的暴发记录略低,但通常会验证预测的最大海啸爆发量,以用于应急计划和快速疏散。

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