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Table 2 Amplitude and phase responses of the Zuojiazhuang and Baodi wells

From: Different hydraulic responses to the 2008 Wenchuan and 2011 Tohoku earthquakes in two adjacent far-field wells: the effect of shales on aquifer lithology

Earthquake

Station

Pre-earthquake water-level amplitude response to M2 wave/mm/nanostrain

Post-earthquake water-level amplitude response to M2 wave/mm/nanostrain

Co-seismic change of water-level amplitude response to M2 wave/mm/nanostrain

Background variability of water-level amplitude response to M2 wave/mm/nanostrain

Pre-earthquake phase shift/°

Post-earthquake phase shift/°

Co-seismic phase-shift change/°

Background phase-shift variability/°

2008 M W 7.9 Wenchuan

Zuojiazhuang

1.074

1.4748

0.4008

0.134

−29.9517

−9.6618

20.2899

8.0662

 

Baodi

0.1494

0.1973

0.0479

0.0106

−5.7971

−9.1787

−3.3816

3.6399

2011 M W 9.1 Tohoku

Zuojiazhuang

0.9453

1.4210

0.4757

0.0218

−41.5459

−4.8309

36.7150

1.3118

 

Baodi

0.1747

0.2073

0.0327

0.0148

3.3816

−5.3140

−8.6957

3.7224

  1. The pre-earthquake phase shifts and amplitude responses are single-point values obtained 15 days before the earthquake. The background phase and amplitude variability are the standard deviation of the phase shifts and amplitude responses before the earthquake for each well. The co-seismic changes were obtained by subtracting the pre-earthquake values from the single-point values after the earthquake