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1.
根据渤海区域地质断层特征和历史地震活动规律,分析得出渤海内潜在最大震级上限为8.1级,并对该海啸源可能的两组震源机制分别进行了数值模拟。模拟结果显示:渤海局部区域海啸波幅最大可达 1.5 m,最大流速可达2.8~3.0 m/s,具备造成灾害损失的风险。在该海啸源情景下,渤海海盆内易激发长期的水位自由振荡,部分区域水位振荡可持续 20 h以上,振荡波幅的大小与海啸首波波幅相当或更大。基于快速傅里叶变换方法对海啸波进行频谱分析,部分长周期频谱成分满足区域固有共振特征。因此,渤海内一旦发生海啸,不仅要关注海啸首波可能造成的灾害性影响,还要密切关注海啸首波到达后,可能产生的长时间、长周期的海啸波共振以及往复式海啸流造成的影响。  相似文献   

2.
1994年发生在台湾海峡的一次地震海啸的数值模拟   总被引:19,自引:0,他引:19  
建立了一个地震海啸数值模式,模式包含越洋海啸传播部分和近岸海啸变形部分,在越洋海啸传播部分中采用线性浅水方程,使用蛙跃格式求解,并且选择合适的空间步长与时间步长,使差分格式中产生的数值频散与包辛尼斯克方程中的物理频散一致,这样在不影响海啸数值计算精度的前提下,节省了计算机的机时与内存.在近岸海啸变形部分的计算中,考虑了非线性对流项与海底摩擦项.同时该模式采用了多重网格嵌套技术,提高了所关心地区的计算精度.利用这个地震海啸模式模拟了1994年发生在台湾海峡的一次地震海啸,结果与观测记录较吻合.这个模型已用于我国沿海核电站可能最大地震海啸的数值计算.  相似文献   

3.
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   

4.
海啸波对近岸岛礁影响的数值模拟研究   总被引:1,自引:0,他引:1       下载免费PDF全文
基于Okada有限断层模型和非线性浅水波方程,结合高精度嵌套网格建立了越洋(中国近海)-局部-近岸岛礁的海啸生成与传播的数值模型。以三亚凤凰岛为例,首先针对2011日本地震海啸,模拟分析了海啸波沿中国沿海大陆架的传播特征及对凤凰岛的影响规律。在取得验证结果的基础上,进一步讨论了中国近海的马尼拉海沟和琉球海沟的潜在海啸源,以及环太平洋的21个潜在特大越洋海啸对凤凰岛的影响特征。依据海啸波在抵达凤凰岛的波浪特征,结合傅里叶频谱分析方法,探索了近岸岛礁对海啸波的放大效应。结果表明,中国近海一般震级的海啸和特大越洋海啸对凤凰岛存在一定影响,最大波幅接近1 m,传播时间从3 h到27 h不等。受三亚东南半岛的影响,琉球海沟激发的海啸和越洋海啸在凤凰岛的放大效应相对于马尼拉海沟较小,其频率集中在0.8×10-4~2×10-4 Hz。马尼拉海沟产生的海啸波在凤凰岛产生了较为显著的放大效应,对于凤凰岛是值得关注的高风险海啸源。  相似文献   

5.
2011-03-11日本东北部地震海啸发生后,围绕日本南海海沟发生潜在9级地震的可能性也进一步增大。采用高精度高分辨率有限体积浅水波数值模型GeoClaw对日本东北大地震海啸的产生、传播过程进行数值模拟研究,模拟结果对比海上浮标观测数据及中国东部沿海验潮站记录数据可知首波波峰偏差小于10%,表明模型GeoClaw可以很好地模拟海啸在大洋中及东海大陆架的传播过程。利用模型GeoClaw对日本南海海沟9级地震断层模型进行海啸数值模拟研究。研究表明,地震引发的海啸波能量巨大,同时向各个方向传播。地震发生5h后海啸波到达中国东部福建沿海地区,进而影响浙江、上海、江苏等沿海地区,海啸波高可达到1 m以上。鉴于日本南海海沟大地震发生的历史性规律及对中国东部沿海地区造成的潜在灾害,需要对其进行相应的数值模拟研究。  相似文献   

6.
非线性效应对浅水水波变形的影响   总被引:3,自引:0,他引:3  
本文采用波数矢量无旋和波能守恒方程建立了一个考虑非线性作用的浅水水波变形数值模型,模型中采用Battjes关系与波数矢量无旋,波能守恒方程一起来求解波浪在浅水中变形的波浪要素,在波能守恒方程中考虑了底摩擦的影响。利用本文提出的数值模型对一个斜坡浅滩水域波浪折射绕射现象进行了验证,验证计算中用一个非线性经验弥散关系近似浅水水波变形的非线性效应并与用线性弥散关系的计算结果进行了比较,结果说明使用非线性  相似文献   

7.
基于线性长波方程和缓变地形近岸波幅格林公式建立了覆盖整个太平洋区域的准实时地震海啸波幅预报系统。系统利用了GPU并行加速技术,可在90 s之内完成太平洋区域32 h的海啸传播计算和中国沿海城市岸段的波幅特征值预报。筛选了自2006年以来的9次发生在太平洋区域,矩震级(Mw)超过8.0且资料丰富的历史地震海啸事件,对预报系统进行了后报检验。结果表明,线性长波模型能够很好的模拟海啸在大洋中的传播过程;格林公式能够较为准确的估算缓变水深和开阔地形条件下的近岸海啸最大波幅,波幅预警准确率可达80%,基本满足海啸预警需求。以2011年日本Mw9.0地震海啸为例,评估了该系统对中国城市岸段的波幅预警能力,结论基本合理。需要注意的是,利用该系统计算对海啸源特别敏感的近场海啸波幅可能产生较大偏差。提出了若要进一步提高定量海啸波幅预警的准确率,可从以下两个方面加强研究和业务实践:一是采用多数据联合反演方法提升海啸源的精度;二是提高格林公式的适用性,或者构建高效的近岸精细化海啸数值预报系统。  相似文献   

8.
南海潜在海啸灾害的模拟   总被引:7,自引:0,他引:7  
结合南海海域的地形条件、地质构造、地震学特征以及历史地震记录,在回顾总结国内外学者研究的基础上,分析了南海可能引发地震海啸的震源区域,并讨论了在我国南海沿岸发生海啸灾害的潜在可能性。采用目前在国际上广泛使用的COMCOT海啸模式,对马尼拉海沟的潜在地震引发的海啸进行了数值模拟计算,计算中包含了由地震参数到海面初始变形的转换、海啸的深水传播过程以及海啸的浅水传播过程。采用三重嵌套网格,外层网格对应于大范围的深水区域,使用球坐标系下的线性控制方程;第二层网格对应中等范围的较浅水区域,使用球坐标系下的非线性控制方程;第三层网格对应小范围的浅水区域,使用直角坐标系下的非线性控制方程。由模拟计算得到的海啸传时分布、近岸海面升降强度、四个特定点上海面高度随时间变化等的结果表明,我国南海沿岸遭受海啸袭击的可能性是存在的,应进一步对南海海啸进行监测、预警和研究。COMCOT模式性能良好,可用于对南海潜在地震海啸的进一步模拟研究。  相似文献   

9.
从描述f平面上的正压地形拦截波的非线性动力方程出发,利用常微分方程定性理论研究了海底地形坡度和海底摩擦对线性和非线性地形拦截波的动力不稳定性的影响,分析了不稳定的性质,找出了不稳定的判据。还在特定的海底地形坡度和海底摩擦条件下,建立了线性和非线性波的频散关系,并比较了两者的差别。  相似文献   

10.
大陆架边缘和大陆坡的水深变化较快,在中国东海陆架边缘水深从100m左右快速地变化到陆坡的几千米。从系统的测程和精度考虑,在陆架边缘和陆坡区同时使用浅水型和深水型多波束系统进行测量是一种合理的作业模式。深、浅水多波束系统在i作频率、发射更新率、信号取样率以及波束宽度上都有较大的不同,这些因素直接影响到海底地形测量成果。对用Simrad EM950浅水型多波束系统和SeaBeam2112深水型多波束系统在同一陆架边缘的测量结果进行了比较。  相似文献   

11.
The paper analyses the effect of non-linearity and bottom friction on propagation of tsunami-type surface waves from the abyssal part of the Black Sea towards the shelf zone. The study relies, on numerical solution of unidimensional non-linear equations for long waves, using the finite-difference technique. Numerical experiments have been conducted for the bottom profile continental slope and shelf, with the full wave reflection being prescribed at a 10-m depth contour. It has been shown that the major role in transforming solitary waves belongs to non-linear topographic factors rather than to dissipation. The reflected wave has been found to be non-linearly distorted, and wave heights in the Black Sea coastal zone have been found to increase by many times. Translated by Vladimir A. Puchkin.  相似文献   

12.
A field program to measure acoustic propagation characteristics and physical oceanography was undertaken in April and May 2001 in the northern South China Sea. Fluctuating ocean properties were measured with 21 moorings in water of 350- to 71-m depth near the continental slope. The sea floor at the site is gradually sloped at depths less than 90 m, but the deeper area is steppy, having gradual slopes over large areas that are near critical for diurnal internal waves and steep steps between those areas that account for much of the depth change. Large-amplitude nonlinear internal gravity waves incident on the site from the east were observed to change amplitude, horizontal length scale, and energy when shoaling. Beginning as relatively narrow solitary waves of depression, these waves continued onto the shelf much broadened in horizontal scale, where they were trailed by numerous waves of elevation (alternatively described as oscillations) that first appeared in the continental slope region. Internal gravity waves of both diurnal and semidiurnal tidal frequencies (internal tides) were also observed to propagate into shallow water from deeper water, with the diurnal waves dominating. The internal tides were at times sufficiently nonlinear to break down into bores and groups of high-frequency nonlinear internal waves.  相似文献   

13.
Scenarios of local tsunamis in the China Seas by Boussinesq model   总被引:1,自引:0,他引:1  
The Okinawa Trench in the East China Sea and the Manila Trench in the South China Sea are considered to be the regions with high risk of potential tsunamis induced by submarine earthquakes. Tsunami waves will impact the southeast coast of China if tsunamis occur in these areas. In this paper, the horizontal two-dimensional Boussinesq model is used to simulate tsunami generation, propagation, and runnp in a domain with complex geometrical boundaries. The temporary varying bottom boundary condition is adopted to describe the initial tsunami waves motivated by the submarine faults. The Indian Ocean tsunami is simulated by the numerical model as a validation case. The time series of water elevation and runup on the beach are compared with the measured data from field survey. The agreements indicate that the Boussinesq model can be used to simulate tsunamis and predict the waveform and runup. Then, the hypothetical tsunamis in the Okinawa Trench and the Manila Trench are simulated by the numerical model. The arrival time and maximum wave height near coastal cities are predicted by the model. It turns out that the leading depression N-wave occurs when the tsunami propagates in the continental shelf from the Okinawa Trench. The scenarios of the tsunami in the Manila Trench demonstrate significant effects on the coastal area around the South China Sea.  相似文献   

14.
At 13:46 on March 11, 2011(Beijing time), an earthquake of Mw=9.0 occurred in Japan. By comparing the tsunami data from Guanhekou marine station with other tsunami wave observation gathered from southeast coastal area of China, it was evident that, only in Guanhekou, the position of the maximum wave height appeared in the middle part rather than in the front of the tsunami wave train. A numerical model of tsunami propagation based on 2-D nonlinear shallow water equations was built to study the impact range and main causes of the special tsunami waveform discovered in Jiangsu coastal area. The results showed that nearly three-quarters of the Jiangsu coastal area, mainly comprised the part north of the radial sand ridges, reached its maximum tsunami wave height in the middle part of the wave train. The main cause of the special waveform was the special underwater topography condition of the Yellow Sea and the East China Sea area, which influenced the tsunami propagation and waveform significantly. Although land boundary reflection brought an effect on the position of the maximum wave height to a certain extent, as the limits of the incident waveform and distances between the observation points and shore, it was not the dominant influence factor of the special waveform. Coriolis force's impact on the tsunami waves was so weak that it was not the main cause for the special phenomenon in Jiangsu coastal area. The study reminds us that the most destructive wave might not appear in the first one in tsunami wave train.  相似文献   

15.
马尼拉俯冲带潜在地震海啸对我国南部沿海城市构成巨大威胁,利用情景式数值模拟技术重构灾害过程并评估危险等级有助于理解南海海啸传播规律并指导预警预报和防灾减灾工作。根据美国太平洋海洋环境研究中心(Pacific Marine Environmental Laboratory, PMEL)发布的马尼拉俯冲带断层参数设计Mw 7.5、Mw 8.1和Mw 8.5三个震级下共19个震源,应用非静压海啸数值模型(Non-hydrostatic Evolution of Ocean WAVE, NEOWAVE)模拟各震源激发海啸在南海海盆的传播过程,通过最大波辐和测点时间序列发现海啸波能量传输分布并评估代表区域危险等级。研究表明, Mw 7.5级地震海啸对我国南部沿海的影响较低,波幅一般不超过30 cm; Mw 8.1级地震海啸对华南沿海主要造成太平洋海啸预警中心定义的Ⅱ或Ⅲ级海啸危险等级,海啸影响范围和能量分布特征由震源位置决定; Mw 8.5级地震海啸主要对中国沿海构...  相似文献   

16.
本研究基于最优控制理论,采用变分数据同化法,通过建立伴随模型,把观测资料同化到陆架海域潮汐数值模型中去,优化开边界条件,以便提高数值预报的精度.潮汐模型的控制方程为考虑平流项、非线性底摩擦和侧向涡动粘性项的非线性浅水方程组.在第Ⅰ部分建立伴随模型和进行“孪生”数值试验的基础上,给出利用验潮站的水位资料以及TOPEX/Poseidon卫星测高数据在黄海、东海进行变分数据同化试验的数值结果.试验表明利用上述资料对模型进行变分同化校正是可行的.  相似文献   

17.
On September 16, 2015, an earthquake with magnitude of M_w 8.3 occurred 46 km offshore from Illapel, Chile,generating a 4.4-m local tsunami measured at Coquimbo. In this study, the characteristics of tsunami are presented by a combination of analysis of observations and numerical simulation based on sources of USGS and NOAA. The records of 16 DART buoys in deep water, ten tidal gauges along coasts of near-field, and ten coastal gauges in the far-field are studied by applying Fourier analyses. The numerical simulation based on nonlinear shallow water equations and nested grids is carried out to provide overall tsunami propagation scenarios, and the results match well with the observations in deep water and but not well in coasts closed to the epicenter. Due to the short distance to the epicenter and the shelf resonance of southern Peru and Chile, the maximum amplitude ranged from 0.1 m to 2 m, except for Coquimbo. In deep water, the maximum amplitude of buoys decayed from9.8 cm to 0.8 cm, suggesting a centimeter-scale Pacific-wide tsunami, while the governing period was 13–17 min and 32 min. Whereas in the far-field coastal region, the tsunami wave amplified to be around 0.2 m to 0.8 m,mostly as a result of run-up effect and resonance from coast reflection. Although the tsunami was relatively moderate in deep water, it still produced non-negligible tsunami hazards in local region and the coasts of farfield.  相似文献   

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