海啸和海啸预警的研究进展与展望

海啸是重要的海洋灾害之一,经常与地震灾害伴生,可以跨洋传播而不明显损失能量,登岸时波高骤升,对沿岸造成巨大的生命财产损失.21世纪以来,海啸灾害频发,引起世界各国对海啸成因机制及预警研究的重视.海啸数据对解析俯冲带大地震的破裂模型也有重要作用.文章对近年来有关海啸生成、传播、反演和预警的研究进展进行综述,分析现已取得的...     

地震与海啸

海啸是严重的地震次生灾害之一,简要介绍了海啸的成因、分布、量度、传播特征及对我国的影响;并就国际及我国如何加强海啸监测,联合建设预警预报系统提出建议。     

广东省地震海啸危险分析与监测预警系统构想

对广东省地震海啸的潜在危险进行了分析,认为广东省可能面临的海啸威胁主要来自南海东部。一旦发生地震海啸,将出现重大的灾害,并对广东省的社会和经济产生巨大的影响。提出了建立广东省地震海啸监测预警系统的初步构想。     

南中国海区域海啸预警中心地震监测系统

简要介绍了南中国海区域海啸预警与减灾系统的建设和发展历程,同时重点阐述了地震监测系统构成及其基本功能。作为重要组成部分,地震监测系统通过地震数据的实时汇集、存储、自动处理和分析,并结合人机交互方式实现了地震定位、震源机制解和有限断层模型反演。实际应用表明,地震监测系统对全球6.0级以上地震定位时间不超过8 min,在震后10—15 min内完成W震相方法快速反演海底强震震源机制解,在震后短时间内完成有限断层模型反演,为海啸预警提供快速、准确、可靠的地震基本参数和震源特征参数。      

海南省南海地震监测和海啸预警服务

2004年底发生在印度洋的地震海啸造成的巨大灾难引起了人们广泛的关注。根据海南岛有仪器记录到地震海啸的事实,从构造角度讨论了海南岛未来遭受地震海啸袭击的可能性,强调了建立海南省南海地震监测和海啸预警系统的必要性和重要性,并提出了预警系统建设的初步设想。     

建立南海地震海啸监测预警系统的构思

南海东南边缘的马尼拉海沟是国际上公认具有发生破坏性地震海啸条件的危险地区,由于南海没有大面积的岛屿阻隔海啸传播,如果在马尼拉海沟发生大地震引发海啸,那么将对广东省漫长的海岸线造成严重破坏。广东省南海地震海啸监测预警系统建设在广东省地震速报系统和国家地震自动速报备份系统的基础上,由地震速报、震源机制快速计算、海啸数值模拟计算等模块组成,对南海地震海啸进行实时监测,提供海啸波浪到达海岸线的估计时刻和最大海浪高度,提供预警信息等社会公共服务。     

中国古籍中的地震海啸记录

2004年12月26日的印度洋地震海啸波及10国，造成20余万人死亡和失踪、50万人受伤、100万人流离失所的浩劫，引发了人们对海洋地震灾害的关注。建立海啸预警系统的呼声也日趋强烈。我国海岸线长达32000km，我国的经济重心又相对集中在沿海地区，产业发达，人烟稠密，人们自然会对海啸表示相当的关注。本文在查阅大量地震史料的基础上，发现我国也有地震海啸发生，但除台湾外，其他地区并不严重，概率较低。为防患于未然，对我国自身的地震预警系统也应适当予以关注。     

地震海啸灾害及其研究概述

１９９８年７月１７日,西北太平洋巴布亚新几内亚近海地区发生７．１级地震,并引发海啸,造成严重的生命和财产损失,约有３０００－５００人死亡或失踪,５座村庄被巨浪蚕没,本文介绍了这次地震海啸破坏情况,国内外历史上大地震海啸灾害,简述了有关专家对巴地地震海啸追踪研究的初步结果和评论。     

Automatic detection,location and quantification of earthquakes: Application to tsunami warning

We describe a fully automated seismic event detection and location system, providing for real-time estimates of the epicentral parameters of both local and distant earthquakes. The system uses 12 telemetered short-period stations, with a regional aperture of 350 km, as well as two 3-component broad-band stations. Detection and location of teleseismic events is achieved independently and concurrently on the short-period and long-period channels. The long-period data is then used to obtain an estimate of the seismic momentM ₀ of the earthquake through the mantle magnitudeM _m, as introduced byOkal andTalandier (1989). In turn, this estimate ofM ₀ is used to infer the expected tsunami amplitude at Papeete, within 15 minutes of the recording of Rayleigh waves. The performance of the method is discussed in terms of the accuracy of the epicentral parameters and seismic moment obtained in real time, as compared to the values later published by the reporting agencies. Our estimates are usually within 3 degrees of the reported epicenter, and the standard deviation on the seismic moment only 0.19 unit of magnitude for a population of 154 teleseismic events.     

A prototype earthquake warning system for strike-slip earthquakes

A prototype expert system has been developed to provide rapid warning of earthquakes while they are occurring. Warning times of up to 100 seconds will be possible. In the complete system, several accelerometers are distributed at intervals within a few kilometers of a known fault; data are telemetered to a central computer which implements the expert system. The expert system incorporates specific information about the type of fault to be monitored, and includes simple rules for estimating the fault slip, rupture length, and seismic moment, all in real time. If the seismic moment exceeds a preset value, an alarm may be issued. The prototype is designed for deployment on near-surface strike-slip faults such as the San Andreas and has been successfully tested with data from the 1979 Imperial Valley and 1984 Morgan Hill earthquakes. Crucial concepts have also been tested using synthetic data calculated for a model of the 1857 Fort Tejon earthquake. Parkfield, California, could be used as a test site.     

An alternative approach for the Istanbul earthquake early warning system

Two recent catastrophic earthquakes that struck the Marmara Region on 17 August 1999 (M_w=7.4) and 12 November 1999 (M_w=7.2) caused major concern about future earthquake occurrences in Istanbul and the Marmara Region. As a result of the preparations for an expected earthquake may occur around Istanbul region, an earthquake early warning system has been established in 2002 with a simple and robust algorithm, based on the exceedance of specified thresholds of time domain amplitudes and the cumulative absolute velocity (CAV) levels (Erdik et al., 2003 [1]). In order to improve the capability of Istanbul earthquake early warning system (IEEWS) for giving early warning of a damaging earthquake in the Marmara Region, we explored an alternative approach with the use of a period parameter (τ_c) and a high-pass filtered vertical displacement amplitude parameter (Pd) from the initial 3 s of the P waveforms as proposed by Kanamori (2005) [2] and Wu and Kanamori (2005) 3 and 4. The empirical relationships both between τ_c and moment magnitude (M_w), and between Pd and peak ground velocity (PGV) for the Marmara Region are presented. These relationships can be used to detect a damaging earthquake within seconds after the arrival of P waves, and can provide on-site warning in the Marmara Region.     

Comparison of two earthquake early warning location methods

According to earthquake catalog records of Fujian Seismic Network, the T _now method and the four-station continuous location method put forward by Jin Xing are inspected by using P-wave arrival information of the first four stations in each earthquake. It shows that the four-station continuous location method can locate more seismic events than the T _now method. By analyzing the results, it is concluded that the reason for this is that the T _now method makes use of information from stations without being triggered, while some stations failed to be reflected in earthquake catalog because of discontinuous records or unclear records of seismic phases. For seismic events whose location results can be given, there is no obvious difference in location results of the two methods and positioning deviation of most seismic events is also not significant. For earthquakes outside the network, the positioning deviation may amplify as the epicentral distance enlarges, which may relate to the situation that the seismic stations are centered on one side of epicenter and the opening angle between seismic stations used for location and epicenter is small.     

Comparative assessment of nonlinear static and dynamic methods for analysing building response under sequential earthquake and tsunami

This paper presents a comprehensive comparison of different dynamic and static approaches for assessing building performance under sequential earthquakes and tsunami. A 10-storey reinforced concrete seismically designed Japanese vertical evacuation structure is adopted as a case study for the investigation. The case study building is first assessed under sequential earthquake and tsunami nonlinear response history analyses: the first time this is done in the literature. The resulting engineering demand parameters are then compared with those obtained when the analysis procedure is systematically simplified by substituting different static approaches for the nonlinear response history analyses in both the earthquake and tsunami loading phases. Different unloading approaches are also tested for the cases when an earthquake pushover is adopted. The results show that an earthquake nonlinear response history analysis, followed by a transient free vibration and a tsunami variable depth pushover, provides the best alternative to full dynamic analyses in terms of accuracy and computational efficiency. This structural analysis combination is recommended and has the advantage that it does not require the tsunami inundation time history to be known in advance. The proposed double pushover approach is instead deemed only suitable for the collapse assessment of regular low to mid-rise buildings and for the development of collapse fragility functions. An important observation made is that sustained earthquake damage seems not to affect the tsunami resistance of the case study building when the fully dynamic analysis is carried out for the sequential loading. This observation will be the subject of future work.     

用于地震预警的P波震相到时自动拾取

P波震相的自动拾取可用于地震预警中地震事件判别和地震定位,是实现基于地震台网地震预警的首要条件.针对地震预警中P波震相拾取的特点,本文发展了一套基于长短时平均(STA/LTA)和池赤准则(AIC)算法的多步骤P波自动拾取技术,应用Delaunay三角剖分提出了一种非几何相关的干扰信号剔除方法,并应用福建省数字地震台网记录对方法进行了验证,目前方法已经用到了福建省地震预警试验系统中.     

On an earthquake early warning system (EEW) and its applications

It is clear that the basic countermeasure against earthquake strong motion is to reinforce buildings and other structures. Realtime earthquake disaster prevention is a countermeasure during the earthquake itself and is different from realtime seismology. An EEW, earthquake early warning system, is required to trigger realtime earthquake disaster prevention. It is important to avoid too much trust in EEW for the disaster prevention. This paper describes the concept of an EEW and gives a brief history, which eventually led to the development of the UrEDAS, the urgent earthquake detection and alarm system, the first operational P-wave early warning system. A real-world example of disaster prevention by this system is described. Finally, the role of national or public organizations in earthquake disaster prevention will be discussed, with special emphasis on the situation in Japan.     

地震预警PGV-Pd关系参数的距离分段特征

地震预警系统需要在破坏性的地震波到来前快速估算地震参数和地震动参数,以对可能出现的地震灾害进行预测,对重要工程、人员密集区域发布警报信息.以Pd估测PGV的方法是地震预警研究涉及的一种重要问题,该方法利用初至P波触发后前几秒的峰值位移（Pd）对最终地震动峰值速度（PGV）进行估算,以满足预警的需要.本文对2016年在日本发生的熊本地震及其前震、余震的震中距100 km以内、矩震级大于4级、井下基岩PGA>5 cm·s^-2和地表PGA>20 cm·s^-2的Kik-net强地震动记录进行处理分析,用于研究以Pd估测PGV的方法.将获得的强地震动数据按震中距从0~100 km平均划分为5个区段,在记录时间3~10 s范围内将Pd的计算取8个时间窗,分别对每个震中距区段、每一个Pd的时间窗下的PGV-Pd数据进行线性拟合,最终提出了一套应对不同震中距对位移幅值连续追踪测定PGV的算法.对每一个震中距区段的研究表明,震中距会对PGV-Pd关系产生影响.对5次地震进行验证分析,认为基于基岩记录估测基岩PGV的准确度高于基于地表记录估测地表PGV的准确度;对震中距进行分段的PGV估测方法准确度高于不考虑震中距因子的估测方法.最后拓展了将井下基岩Pd估测井下基岩PGV这种原地地震预警方法,使其能够为异地P波预警方法服务.

     

日本Mw9.0级地震海啸数值模拟与启示

2011年3月11日13时46分日本东北部海域发生Mw9.0级特大地震,地震诱发了海啸.本文依据USGS的震源机制解,进行了地震海啸的数值模拟,并与美国国家海洋与大气管理局布设的海底压力计记录的水深数据对比分析,结果表明数值模拟结果可信.同时,进一步分析了海啸造成巨大损失的原因,并对未来我国海啸防灾减灾工作给出了几点建...     

两种地震预警定位方法的比较

根据福建地震台网的地震目录,利用各个地震事件前4台的P波到时对Tnow定位方法和4台连续定位方法进行检验,结果表明,两种方法的定位结果相差不大,大部分地震事件的定位偏差也都较小;随震中距的增大,两种方法对网外地震的定位偏差可能增大,这可能和台站集中在震中的一侧、参与定位的台站与地震之间的张角较小有关。波速结构对4台连续定位方法的定位结果存在一定的影响,选择合适的速度模型将有助于改善地震预警定位结果。采用Tnow定位方法不能定位的地震事件相对于4台连续定位方法要多,这可能是由于Tnow定位方法应用了未触发台站的信息,而部分P波到时信息因台站断记或震相记录不清晰等原因而未在地震目录中体现导致的;综合考虑两种定位方法的局限性有助于提高地震预警系统的稳定性和可靠性。