COMPILATION OF STRONG MOTION DATA FROM EASTERN CANADA FOR NGA-EAST PROJECT

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COMPILATION OF STRONG MOTION DATA FROM EASTERN CANADA FOR NGA-EAST PROJECT

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COMPILATION OF STRONG MOTION DATA FROM EASTERN CANADA FOR NGA-EAST PROJECT Lan Lin Postdoctoral Fellow, Geological Survey of Canada Motivation Ground motion data are ... –

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Title: COMPILATION OF STRONG MOTION DATA FROM EASTERN CANADA FOR NGA-EAST PROJECT


1
COMPILATION OF STRONG MOTION DATA FROM EASTERN
CANADA FOR NGA-EAST PROJECT
  • Lan Lin
  • Postdoctoral Fellow, Geological Survey of Canada

2
Motivation
  • Ground motion data are very important for
    seismologists and earthquake engineers.
  • Processed data are useful for the development of
    attenuation relations for eastern North America.
  • Strong motion data from eastern Canada have not
    been complied and processed.

3
Strong Motion Monitoring In Eastern Canada
  • Started in 1970s (AR-240 instruments).
  • First record 1979 Charlevoix mN 5.0 earthquake.
  • Analog (SMA-1) Network deployed in 1970s to
    record next Charlevoix earthquake on rock
    sites.
  • -- recorded Saguenay mainshock,
    Quebec
  • -- 1988/11/25
  • -- magnitude mN6.5, distance from
    43 to 200 km

4
Strong Motion Monitoring In Eastern Canada
  • Analog (SMA-1) instruments deployed during
    aftershock sequences
  • -- Miramichi, New Brunswick, 1982,
    magnitude mN5.8
  • -- Nahanni, Northwest Territories, 1985,
    magnitude mN6.1
  • 33 SMA records from Saguenay Eq,
  • 14 from Miramichi Eq, 16 from Nahanni Eq.

5
Strong Motion Monitoring In Eastern Canada
  • SMA-1 instruments replaced by ETNA (on-site
    digital recording) (1997-2004).
  • ETNAs supplemented by Internet Accelerometers
    (IA) 2004 onwards.

ETNA Instrument
IA Instrument
6
Eastern Canadian Strong-Motion Network
GSC ETNA Stations
(does not include IA instruments or instruments
operated by Hydro-Quebec, etc)
7
ETNA Station Information
  • Total 33 stations.
  • 13 on free field
  • 20 in basement of 1-2 storey buildings.
  • 26 on bedrock, 7 on soft soil.

8
ETNA Station Information
Registered station code
9
Characteristics of ETNA
  • Data type acceleration
  • Number of components recorded two orthogonal
    horizontal, one vertical
  • Sampling rate 200s/s (i.e., ?T0.005s)
  • 10 seconds of pre-event duration
  • Unit Volt

10
Selected ETNA Records for Canadian Archive
  • Number of records selected 76
  • Number of components 228 (763)
  • Maximum PGA 0.2g
  • Maximum magnitude mN 5.4 (2005/03/06)

11
Typical Record Information
Magnitude is currently mN - will be changed to
moment magnitude
12
Storage of ETNA Data
  • Canadian National Waveform Archive
  • i.e., accessible to all through web-based tools
  • Data type raw data, without baseline
  • correction and filtering
  • Data format CA
  • Data unit nVolt (109Volt)
  • Channel code HNN (N-S)
  • HNZ (Vertical)
  • HNE (E-W)

13
Storage Procedure
  • Step 1 Extract original event file (.EVT) for
    every record.
  • Step 2 Convert .EVT file into ASCII file,
  • generate 3 data files, for N-S,
    V, and E-W comp.
  • Step 3 Modify ASCII file.
  • (a) add header information, i.e.,
    station code, channel code,
  • event start time, sample
    rate, and number of data points.
  • (b) change units (Volt? nVolt,
    i.e., multiply by 109).
  • Step 4 Generate CA file.

14
Storage Test
  • Event considered Riviere-du-Loup Eq.
    2005/03/06, mN5.4
  • Station A11
  • Component N-S
  • Software for analysis SAC

15
N-S waveform recorded at station A11 from
2005/03/06 earthquake
16
Weak-Motion Monitoring Instruments
  • Seismometers
  • Data type VELOCITY
  • Number of components recorded two horizontal
    components, one vertical component
  • Sampling rate 40s/s, 100s/s
  • Unit Count

17
Waveforms Similarity Analysis(ETNA vs.
Seismometer Records)
  • Extract data from weak-motion database
  • Same event 2005/03/06
  • Same station A11
  • Same component N-S

18
N-S waveform recorded at station A11 for
2005/03/06 earthquake (weak-motion instrument)
Velocity waveform
Velocity (Count)
Time (s)
19
Acceleration waveform
Acceleration (Count/s)
Time (s)
20
Time (s)
21
Cross-correlation Functions
CCF
Time-lag, n (s)
22
Correlation coefficient0.993
GOOD AGREEMENT!!!
Time-traces for segment 10s?15s
23
Comparison of FFT Spectra
10
-10
20.00Hz
Ratio of FFT (strong-motion
over weak-motion)
Fourier Spectra
  • small difference for 1 to 20 Hz.
  • 10 difference for frequency higher than 20 Hz,
    and lower than 1.0 Hz.

24
Conclusions
  • Meta-data for records have been assembled. About
    300 records for storage.
  • Waveform storage procedure for ETNA
  • data is established. Similar procedure can be
    used for SMA data and IA data.
  • Data from eastern Canada are ready for uploading
    to Canadian National Waveform Archive.

25
Future Work
  • Compilation of GSC IA data.
  • Compilation of digitized SMA-1 data from
    Saguenay, Miramichi and Nahanni Eqs.
  • Assembly of strong motion data from other
    operators, e.g., Hydro-Quebec, if allowed.
  • Compilation of analog data how to make
    available.

26
Thank you!
27
Characteristics of IA
  • Data type acceleration
  • Number of components recorded two orthogonal
    horizontal, one vertical
  • Sampling rate 100s/s (i.e., ?T0.01s)
  • Internet-connected (real-time)
  • 2 days continuous data plus triggers recorded on
    internal flash card
  • NTP clock, drifts 0.01 sec
  • Price about 2500
  • GSC design, now available from
  • Geosig.com
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