A 3D numerical study on tsunamis ascending a river

IF 1.9 3区 工程技术 Q3 ENGINEERING, CIVIL Coastal Engineering Journal Pub Date : 2021-12-29 DOI:10.1080/21664250.2021.2015199
T. Kakinuma, Y. Kusuhara
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引用次数: 1

Abstract

ABSTRACT Three-dimensional numerical simulations were generated for tsunamis ascending processes with different river topographies. As tsunamis propagated in a narrow river, the radius of curvature around the first wave peak decreased, increasing the tsunami height with wave disintegration until the second tsunami height peak appeared. The diffracted waves also entered the river channel, causing an increase in tsunami height in the vicinity of the riverbank at the estuary. The tsunami height increased in a uniform riverbed gradient and narrower river width toward the upstream, based on the shallowing and energy concentration. As the angle between the riverbank line and coastline at the estuary was acute, the tsunami height was reduced because the diffracted waves were difficult to enter the river. The tsunami height in the rivers increased as the ratio of representative wavelength to river width was increased. The maximum tsunami height in the bore-shaped wave was larger than in the solitary wave with the same incident wave height. In the case of tsunami propagation in the compound cross-section river, multiple crestlines appeared because the tsunamis traveling diagonally in the flood channel showed multiple reflections both on the riverbank and between the flood and main channels.
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海啸沿河流上升的三维数值研究
摘要对不同河流地形的海啸上升过程进行了三维数值模拟。当海啸在狭窄的河流中传播时,第一个波峰周围的曲率半径减小,随着波浪的解体,海啸高度增加,直到第二个海啸高度峰值出现。衍射波也进入了河道,导致河口河岸附近的海啸高度增加。基于变浅和能量集中,海啸高度向上游以均匀的河床坡度和较窄的河流宽度增加。由于河口河岸线和海岸线之间的角度很小,由于衍射波很难进入河流,海啸高度降低了。河流中的海啸高度随着代表波长与河流宽度之比的增加而增加。在相同入射波高下,孔状波的最大海啸高度大于孤立波。在复合断面河流中海啸传播的情况下,出现了多个波峰线,因为海啸在洪水通道中斜向传播,在河岸上以及洪水和主通道之间都表现出多次反射。
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来源期刊
Coastal Engineering Journal
Coastal Engineering Journal 工程技术-工程:大洋
CiteScore
4.60
自引率
8.30%
发文量
0
审稿时长
7.5 months
期刊介绍: Coastal Engineering Journal is a peer-reviewed medium for the publication of research achievements and engineering practices in the fields of coastal, harbor and offshore engineering. The CEJ editors welcome original papers and comprehensive reviews on waves and currents, sediment motion and morphodynamics, as well as on structures and facilities. Reports on conceptual developments and predictive methods of environmental processes are also published. Topics also include hard and soft technologies related to coastal zone development, shore protection, and prevention or mitigation of coastal disasters. The journal is intended to cover not only fundamental studies on analytical models, numerical computation and laboratory experiments, but also results of field measurements and case studies of real projects.
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