以破坏性烈度为参数的印度地震活跃区广泛跟踪地震预警系统的适用性

B. Olympa, K. Ashok, K. Abhishek
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引用次数: 0

摘要

背景:自史前时代以来,印度次大陆一直见证着中度到破坏性的地震(eq)。随着人口密度和建筑活动的增长,与过去相比,未来eq可能造成的损害也将是多方面的。在地震早期预警系统下,对造成破坏的二次波的实际到来提前发出预警,在世界各地得到了广泛的应用。虽然印度一直面临着EQ引起的惊人程度的损害,但印度次大陆没有有效的EEW系统。本文以破坏性烈度(DI)为参数,对日本紧凑型紧急地震探测报警系统(UrEDAS)的有效性进行了测试。主要发现:为此,首先基于PEER记录,提出了震级和强度之间的经验相关性,用于检测预警EQ。然后,将所提出的相关性应用于三个不同来源的地面运动数据集,即K-NET、PEER和PESMOS,以确定地面运动是否对应于破坏性EQ,并根据P波到达,随后使用该信息提前发出预警。在印度,由于没有记录到大地震到大地震的地面运动,所以在早期工作中开发的合成地面运动被用于识别破坏性地震并发出警报。结论:总体而言,在本文所考虑的149条EQ记录(M≥5)中,根据所提出的方法,发现139条EQ是正确的,可以提出警告。此外,从发出警报到实际到达二次波的时间窗大约在0 ~ 1min之间变化。目前的研究结果表明,美国和日本采用的基于前3s P波特征的破坏性EQ识别方法也适用于印度次大陆的EEW开发。这将非常有助于在印度未来可能发生的eq中尽量减少人员伤亡和建筑损失。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Suitability of Widely Followed Earthquake Early Warning Systems to Seismically Active Regions of India, by Considering Destructive Intensity as a Parameter
Background: Indian subcontinent has been witnessing moderate to damaging earthquakes (EQs) since prehistoric times. With growth in the population density and the construction activity, the probable damage during future EQs will also be manifold in comparison to the past. Issuing warnings in advance to the actual arrival of damage causing secondary waves under Earthquake Early Warning (EEW) system is widely followed in different parts of the globe. Though India has been facing EQ induced damages on an alarming level, no functioning EEW system is available in the Indian subcontinent. Present work tests the effectiveness of widely followed Compact Urgent Earthquake Detection and Alarm System (UrEDAS) of Japan by using Destructive Intensity (DI) as a parameter. Main findings: To do so, firstly based on PEER records, empirical correlation between magnitude and intensity is proposed for the detection of alarming EQ. Further, proposed correlation is applied to three different sources of ground motion dataset namely K-NET, PEER and PESMOS in order find out to whether the ground motion is corresponding to a damaging EQ, based on P wave arrival and subsequently use the information to issue a warning in advance. In the absence of recorded ground motion for major to great EQs in India, synthetic ground motions developed in earlier work are used for identification of damaging EQs and issuing of alarm. Conclusions: Overall, it is found that out of 149 EQ records (M ≥ 5) considered in this work, 139 EQs are found correct to raise warning, based on the proposed methodology. In addition, the time window of escape between issue of warning and the actual arrival of secondary waves, are found to vary from 0s to 1mins approximately. Findings from present work concludes that identification of damaging EQ based on first 3s P wave signature, as followed in US and Japan are also compatible for Indian subcontinent towards development of a EEW for the country. This will be very helpful in minimizing casualties and building damages during probable future EQs in India.
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