zhenbo

ISSN 2096-7780 CN 10-1665/P

留言板

尊敬的读者、作者、审稿人, 关于本刊的投稿、审稿、编辑和出版的任何问题, 您可以本页添加留言。我们将尽快给您答复。谢谢您的支持!

姓名
邮箱
手机号码
标题
留言内容
验证码

五指山台DSQ水管倾斜仪和VP垂直摆观测数据质量对比分析

郭昱琴 付国超 孙三健 吴双

郭昱琴, 付国超, 孙三健, 吴双. 五指山台DSQ水管倾斜仪和VP垂直摆观测数据质量对比分析[J]. 地震科学进展, 2022, (5): 232-237. doi: 10.19987/j.dzkxjz.2022-015
引用本文: 郭昱琴, 付国超, 孙三健, 吴双. 五指山台DSQ水管倾斜仪和VP垂直摆观测数据质量对比分析[J]. 地震科学进展, 2022, (5): 232-237. doi: 10.19987/j.dzkxjz.2022-015
Guo Yuqin, Fu Guochao, Sun Sanjian, Wu Shuang. Analysis on the observation data of DSQ water pipe inclinometer and VP vertical pendulum in Wuzhishan Station, Hainan Province[J]. Progress in Earthquake Sciences, 2022, (5): 232-237. doi: 10.19987/j.dzkxjz.2022-015
Citation: Guo Yuqin, Fu Guochao, Sun Sanjian, Wu Shuang. Analysis on the observation data of DSQ water pipe inclinometer and VP vertical pendulum in Wuzhishan Station, Hainan Province[J]. Progress in Earthquake Sciences, 2022, (5): 232-237. doi: 10.19987/j.dzkxjz.2022-015

五指山台DSQ水管倾斜仪和VP垂直摆观测数据质量对比分析

doi: 10.19987/j.dzkxjz.2022-015
基金项目: 海南省地震局科研课题(HDKJ201719)资助。
详细信息
    通讯作者:

    郭昱琴(1988-),女,工程师,主要从事地震前兆监测工作。E-mail:skylineguo@126.com

  • 中图分类号: P315.63

Analysis on the observation data of DSQ water pipe inclinometer and VP vertical pendulum in Wuzhishan Station, Hainan Province

  • 摘要: 通过对五指山台DSQ水管倾斜仪和VP垂直摆的观测数据统计,精度内在质量以及同震形变波分析,认为连续率、漂移量、内精度资料质量指标均符合形变要求规范。水管倾斜仪和VP垂直摆对不同震中距的地震记录存在较大差异:①当震中距较小时,水管仪无同震响应,VP垂直摆同震记录清晰;②当震中距>6000 km时,两种仪器记录能力相当。

     

  • 图  1  五指山台站构造位置及仪器布设图

    Figure  1.  Structure location and instrument layout of Wuzhishan Station

    图  2  五指山台DSQ水管倾斜仪(a)、VP垂直摆倾斜仪(b)精度曲线

    Figure  2.  Accuracy curves of DSQ water pipe inclinometer (a), VP vertical pendulum inclinometer (b) at Wuzhishan Station

    图  3  五指山台DSQ水管倾斜仪(左)、VP垂直摆(右)同震响应对比图

    Figure  3.  Comparison of co-seismic response of DSQ water pipe inclinometer (left) and VP vertical pendulum (right) at Wuzhishan Station

    图  4  2016年8月24日水管仪与VP垂直摆同震响应对比曲线

    Figure  4.  Comparison curves of co-seismic response between plumbing instrument and VP vertical pendulum on August 24, 2016

    表  1  五指山台两类倾斜仪运行基本情况统计表

    Table  1.   Statistics of the basic operating conditions of the two types of inclinometers at Wuzhishan Station

    仪器名称测项分量采样率/s连续率/%完整率/%基线长度缺记原因
    DSQ水管倾斜仪北南分量6097.8897.1212.3 m停电、数采、前置盒
    东西分量97.8897.1838 m停电、数采、前置盒
    VP垂直摆倾斜仪北南分量195.1689.44(折合摆长)12 cm调零、超量程
    东西分量95.1693.74调零、停电
    下载: 导出CSV

    表  2  DSQ水管倾斜仪、VP垂直摆年漂移量 (单位:10−3″)

    Table  2.   Annual drift of DSQ water pipe inclinometer and VP vertical pendulum (unit:10−3″)

    年份DSQ水管倾斜仪 VP垂直摆
    NS向EW向NS向EW向
    2015−56.20108.35 589.53−296.67
    2016−343.42−176.011611.75−502.46
    2017−2401.65−196.911644.88298.22
    下载: 导出CSV
  • [1] 陈德福. 地壳形变动力学观测与研究[M]. 北京: 海洋出版社, 1993: 95-108

    Chen D F. Observation and research on crustal deformation dynamics[M]. Beijing: Ocean Press, 1993: 95-108
    [2] 刘晓霞,江在森,武艳强. 唐山、汶川地震地壳形变特征综合研究[J]. 地球物理学进展,2018,33(3):941-950

    Liu X X,Jiang Z S,Wu Y Q. Characteristic of crustal deformation related to Tangshan and Wenchuan eathquakes[J]. Progress in Geophysics,2018,33(3):941-950
    [3] 张英杰,江永建,李晓鹏,等. 河北涉县台伸缩仪稳定性及资料与映震分析[J]. 地震工程学报,2018,40(增刊1):112-116

    Zhang Y J,Jiang Y J,Li X P,et al. Stability and reflecting earthquake analysis of the extensometer at Shexian Seismic Station[J]. China Earthquake Engineering Journal,2018,40(S1):112-116
    [4] 杨晓东,张晨蕾,吴明,等. 陕西省VP型垂直摆倾斜仪观测对比分析[J]. 地震科学进展,2021,51(8):371-375

    Yang X D,Zhang C L,Wu M,et al. Comparative analysis of VP type vertical pendulum tiltmeter in Shaanxi Province[J]. Progress in Earthquake Science,2021,51(8):371-375
    [5] 杨晓东,韩晓飞,潘存英,等. 韩城台模拟金属摆与数字石英摆的对比研究[J]. 通信电源技术,2016,33(2):76-77

    Yang X D,Han X F,Pan C Y,et al. A comparative study on the simulation of metal pendulum and digital quartz pendulum in Hancheng[J]. Telecom Power Technologies,2016,33(2):76-77
    [6] 苏维刚,冯丽丽,马茹莹,等. 水平摆与垂直摆倾斜仪观测资料干扰特征对比[J]. 地震地磁观测与研究,2018,39(4):149-153

    Su W G,Feng L L,Ma R Y,et al. Comparative of disturbance characteristics from horizontal pendulum and vertical pendulum tiltmeter[J]. Seismological and Geomagnetic Observation and Research,2018,39(4):149-153
    [7] 夏超德. 强冷空气对宁波地震台垂直摆记录影响[J]. 地震地磁观测与研究,2016,37(3):82-85

    Xia C D. Influence of strong cold air on the observation of vertical pendulum tiltmeter at Ningbo Seismic Station[J]. Seismological and Geomagnetic Observation and Research,2016,37(3):82-85
    [8] 曹白伦,匡福江,段勇,等. 云县台SQ水平摆与VP垂直摆观测资料对比分析[J]. 内陆地震,2020,34(2):196-206

    Cao B L,Kuang F J,Duan Y,et al. Comparative analysis of observation data between SQ horizontal pendulum tiltermeter and VP vertical pendulum tiltermeter in Yunxian Seismic Station[J]. Inland Earthquake,2020,34(2):196-206
    [9] 杨玲英,毕灵晶,杨星,等. 云南垂直摆映震能力研究[J]. 地震科学进展,2022,52(5):203-214

    Yang L Y,Bi L J,Yang X,et al. Study on seismic response ability of vertical pendulum in Yunnan[J]. Progress in Earthquake Sciences,2022,52(5):203-214
    [10] 胡炜,张小燕,藤赫. 不同地震台站水管倾斜仪数据资料对比分析[J]. 地震科学进展,2020,50(11):15-20

    Hu W,Zhang X Y,Teng H. Comparative analysis of water pipe inclinometer data of different seismic stations[J]. Progress in Earthquake Sciences,2020,50(11):15-20
    [11] 张卓. 海南五指山地区早二叠世(强)过铝花岗岩成因及构造意义[D]. 南昌: 东华理工大学, 2014

    Zhang Z. Genesis and tectonic significance of Early Permian (strong) peraluminous granites in the Wuzhishan area of Hainan[D]. Nanchang: East China University of Science and Technology, 2014
    [12] 国家地震局预测预报司. 地壳形变分析预报方法[M]. 北京: 地震出版社, 1998: 81-88

    Monitoring and Forecasting Department of China Earthquake Administration. Analysis and prediction method of crustal deformation [M]. Beijing: Seismological Press, 1998: 81-88
    [13] 中国地震局监测预报司. 地形变测量[M]. 北京: 地震出版社, 2008: 1-2

    Monitoring and Forecasting Department of China Earthquake Administration. Crustal deformation measurement[M]. Beijing: Seismological Press, 2008: 1-2
    [14] 陆明勇,黄宝森,刘天海,等. 首都圈跨断层流动形变观测资料映震能力及场地监测能力分析[J]. 地震,2011,31(3):121-134

    Lu M Y,Huang B S,Liu T H,et al. Analysis on earthquake reflecting ability of cross-fault observation data and monitoring capability of sites in the capital area of China[J]. Earthquake,2011,31(3):121-134
    [15] 唐磊,荆燕. 川滇地区钻孔四分量应变仪记录的同震应变阶分析[J]. 震灾防御技术,2013,8(4):370-376 doi: 10.11899/zzfy20130404

    Tang L,Jing Y. Analysis of coseismic strain step observed by 4-component borehole strain meters in Sichuan-Yunnan region[J]. Technology for Earthquake Disaster Prevention,2013,8(4):370-376 doi: 10.11899/zzfy20130404
    [16] 于庆民,卢双苓,郝军丽,等. 泰安地震台形变仪器映震能力统计分析[J]. 地震研究,2015,38(3):408-415,517

    Yu Q M,Lu S L,Hao J L,et al. Statistical analysis on earthquake-reflecting capacity of deformation meters at Taian Station[J]. Journal of Seismological Research,2015,38(3):408-415,517
  • 加载中
图(4) / 表(2)
计量
  • 文章访问数:  121
  • HTML全文浏览量:  43
  • PDF下载量:  15
出版历程
  • 收稿日期:  2022-01-21
  • 修回日期:  2022-04-01
  • 网络出版日期:  2022-05-16

目录

    /

    返回文章
    返回
    本系统由北京仁和汇智信息技术有限公司设计开发 百度统计