Propagation and run-up of nearshore tsunamis with HLLC approximate Riemann solver     

Dae-Hong Kim  Yong-Sik Cho  Yong-Kon Yi   《Ocean Engineering》2007,34(8-9):1164-1173

A numerical model describing the propagation and run-up process of nearshore tsunamis in the vicinity of shorelines is developed based on an approximate Riemann solver. The governing equations of the model are the nonlinear shallow-water equations. The governing equations are discretized explicitly by using a finite volume method. The nonlinear terms in the momentum equations are solved with the Harten-Lax-van Leer-Contact (HLLC) approximate Riemann solver. The developed model is first applied to prediction of water motions in a parabolic basin, and propagation and subsequent run-up process of nearshore tsunamis around a circular island. Computed results are then compared with available analytical solutions and laboratory measurements. Very reasonable agreements are observed.  相似文献   

日本南海海槽地震海啸对我国东海沿岸影响     

闪迪  王培涛  任智源  孙立宁  赵联大  范婷婷 《海洋与湖沼》2018,49(6):1151-1158

本文利用数值模拟技术重现了1707年宝永地震海啸的传播过程,定量分析了我国东海沿岸海啸时空分布特征。计算结果表明,地震发生2.5小时后海啸波传至东海陆架,震后6小时浙江沿海地区遭到海啸的袭击,沿岸最大海啸波高为0.8米。通过海啸波在东海大陆架传播时海底地形与波幅的关系,研究分析了东海陆架缓变地形下海啸放大效应,为及时判断沿海可能的海啸强度和受灾程度提供了便捷的估算方法。此外,本文还评估了南海海槽发生极端地震时,中国东海沿岸的海啸危险性,为东海区域针对日本南海海槽进行海啸预警和减灾评估提供定量科学的参考。  相似文献   

红树林防护溃坝态海啸波冲击集装箱消能试验研究   总被引：1，自引：1，他引：0  

陈橙  陈池威  林鹏  陈昊哲 《海洋工程》2019,37(5):79-88

近年来海啸灾害频繁发生,对海工建筑物造成巨大损失。在以往的海啸事件中,红树林对海啸具有一定的消减作用。基于溃坝原理生成海啸波,进而研究红树林对海啸波消减作用及红树林防护下的海啸冲击集装箱的变迁表征。对闸门处溃坝研究结果表明,溃坝过程包含突然下降、相对稳定、缓慢下降三个阶段,且蓄能水位越高溃坝发生得越剧烈。海啸波冲击搬运集装箱可分为初始冲击、加速、匀速三个阶段,其动力成因包含了冲击力和浮力。红树林消减海啸波的流态表明尾涡重叠产生的紊动水流是消能的主因,合理密植、对称排布、交错排布有利于海啸波能的消减。此外,三角形交错红树林排布、海啸波强度减小、集装箱重度增加、以及海岸坡度增加均有利于减小集装箱的变迁距离。基于试验数据提出了红树林消波系数计算公式,本试验中红树林消波系数范围为0.02至0.42。  相似文献   

精细化地震海啸波流实时预警系统研究与应用     

任智源  侯京明  王培涛  李涛  原野  赵联大 《海洋学报》2019,41(9):145-155

基于Okada模型和非线性浅水波模型，结合高精度多层嵌套网格针对我国浙江沿海的温州和台州地区建立了越洋–近海–局部的精细化地震海啸波流实时预警系统，近岸的分辨率为900 m。该预警系统包括了并行化的数值计算模块，基于Python 2D绘图库的计算结果可视化处理模块，以及通过Python语言将所有经过数值计算的图形与动画产品集成在一个网页上的产品集成模块。一旦地震发生，该系统可根据地震的震源参数信息在10 min内完成数值计算、可视化处理，以及产品集成。选取2011年日本东北9.0级地震海啸结合实测数值对该系统进行模拟验证，进一步应用该系统模拟计算了日本南海海槽和琉球海沟潜在极端海啸的影响规律。结果表明，该预警系统可有效地提高地震海啸实时预警的时效性和准确度，为海啸的预警、减灾，以及辅助决策提供科学依据。  相似文献   

浙江沿海潜在区域地震海啸风险分析   总被引：3，自引：2，他引：1  

毛献忠  祝倩  Wei Yong 《海洋学报》2015,37(3):37-45

采用COMCOT海啸模型建立三重网格模型模拟了2011年3月11日日本东北部9.0级地震引发的海啸发生、发展以及在我国东南沿海传播过程。震源附近浮标站以及浙江沿海的潮位站实测资料验证结果显示,大部分监测站首波到达时间和海啸波的计算值相差在15%以内,表明模型可较好的模拟海啸在计算域内的传播过程。研究表明日本南海海槽、冲绳海槽以及琉球海沟南部是影响浙江沿海主要的区域潜在震源,通过情景计算分别模拟3个潜在震源9.1级、8.0级和8.7级地震引发的海啸对浙江沿海的海啸风险,计算结果表明,海啸波产生后可在3~8h内传至浙江省沿岸,海啸波达1~3m,最大可达4m,此时浙江沿岸面临Ⅲ~Ⅳ级海啸风险,达到淹没至严重淹没等级。  相似文献   

东海海啸反问题预报模式研究——以日本“3·11”海啸为例     

应超  于普兵  穆锦斌  周华民 《海洋预报》2015,32(3):36-42

采用COMCOT数值模式,将日本东海岸划分为18个单位震源,建立了日本东海岸海啸数据库并用非负约束的最小二乘法建立反问题预报模式。将本模式应用于日本"3·11"海啸,计算所得的海啸初始水位有10 m的抬高与3 m的降低,与前人研究结果基本一致,预报的浮标水位与实测资料符合良好。对比浙江省近岸潮位站实测海啸波高,预报值与实测值偏差较大。若采用反问题反演的震源,通过COMCOT非线性模式求解近岸水位,可以大幅提高预报精度。  相似文献   

GPS浮标天线高的动态标定方法   总被引：2，自引：0，他引：2  

周东旭  周兴华  梁冠辉  王朝阳  杨磊 《测绘科学》2015,(12):121-124

针对组装式全球定位系统浮标因每次加载设备不同,浮标体质心与吃水存在变化的问题,该文提出一种借助全球定位系统动态后处理和验潮仪的浮标全球定位系统天线高的动态标定方法。实验表明,该方法能有效测定全球定位系统浮标天线相位中心至吃水面距离,标定精度优于1cm,并可应用于所有类型全球定位系统浮标的天线高标定和校核。  相似文献   

Propagation of the Storegga tsunami into ice‐free lakes along the southern shores of the Barents Sea     

Anders Romundset  Stein Bondevik 《第四纪科学杂志》2011,26(5):457-462

Deposits in coastal lakes in northernmost Norway reveal that the Storegga tsunami propagated well into the Barents Sea ca. 8100–8200 years ago. A tsunami deposit – found in cores from five coastal lakes located near the North Cape in Finnmark – rests on an erosional unconformity and consists of graded sand layers and re‐deposited organic remains. Rip‐up clasts of lake mud, peat and soil suggest strong erosion of the lake floor and neighbouring land. Inundation reached at least 500 m inland and minimum vertical run‐up has been reconstructed to 3–4 m. In this part of the Arctic coastal lakes are usually covered by >1 m of solid lake ice in winter. The significant erosion and deposition of rip‐up clasts indicate that the lakes were ice free and that the ground was probably not frozen. We suggest that the Storegga slide and ensuing tsunami happened sometime in the summer season, between April and October. Copyright © 2011 John Wiley & Sons, Ltd.  相似文献   

Potential Tsunami Hazard Associated with the Kerepehi Fault,Firth of Thames,New Zealand     

Chick  L. M.  De Lange  W. P.  Healy  T. R. 《Natural Hazards》2001,24(3):309-318

Geophysical data have identified four submarine segments of the Kerepehi Fault, roughly bisecting a back-arc rift (Hauraki Rift). These segments have been traced through the shallow waters of the Firth of Thames, which lies at the southern end of the Hauraki Gulf, New Zealand. No historical or paleotsunami data are available to assess the tsunami hazard of these fault segments.Analysis of the fault geometry, combined with paleoseismic data for three further terrestrial segments of the Fault, suggest Most Credible Earthquake (MCE) moment magnitudes of 6.5–7.1. Due to the presence of thick deposits of soft sediment, and thesemi-confined nature of the Firth, the MCE events are considered capable of generating tsunami or tsunami-like waves. Two numerical models (finite element and finite difference), and an empirical method proposed by Abe (1995), were used to predict maximum tsunami wave heights. The numerical models also modelled the tsunami propagation.The MCE events were found not to represent a major threat to the large metropolitan centre of Auckland City (New Zealand's largest population centre). However, the waves were a threat to small coastal communities around the Firth, including the township of Thames, and 35,000 ha of low-lying land along the southern shores of the Firth of Thames.The Abe method was found to provide a quick and useful method of assessing the regional tsunami height. However, for sources in water depths < 25 m the Abe method predicted heights 2–4 times larger than the numerical models. Since the numerical models were not intended for simulating tsunami generation in such shallow water, the Abe results are probably a good guide to the maximum wave heights.  相似文献   

Numerical simulation of the 1992 Flores tsunami: Interpretation of tsunami phenomena in northeastern Flores Island and damage at Babi Island   总被引：2，自引：0，他引：2  

Fumihiko Imamura  Edison Gica  Tomoyuki Takahashi  Nobuo Shuto 《Pure and Applied Geophysics》1995,144(3-4):555-568

Numerical analysis of the 1992 Flores Island, Indonesia earthquake tsunami is carried out with the composite fault model consisting of two different slip values. Computed results show good agreement with the measured runup heights in the northeastern part of Flores Island, except for those in the southern shore of Hading Bay and at Riangkroko. The landslides in the southern part of Hading Bay could generate local tsunamis of more than 10 m. The circular-arc slip model proposed in this study for wave generation due to landslides shows better results than the subsidence model, It is, however, difficult to reproduce the tsunami runup height of 26.2 m at Riangkroko, which was extraordinarily high compared to other places. The wave propagation process on a sea bottom with a steep slope, as well as landslides, may be the cause of the amplification of tsunami at Riangkroko. The simulation model demonstrates that the reflected wave along the northeastern shore of Flores Island, accompanying a high hydraulic pressure, could be the main cause of severe damage in the southern coast of Babi Island.  相似文献