Table A6.

Overview of measured elastic properties at seismic frequencies (at 20 µStrain) and at ultrasonic frequencies for the |$\mathrm{CO_2}$| test (see Section 4.3). Saturated sample and fluid densities were calculated and used for the conversion of wave velocities into elastic moduli.

 dry100 per cent water100 per cent water + |$\mathrm{CO_2}$|
E (GPa), LF, 0.5 Hz18.118.517.7
E (GPa), LF, 143 Hz17.918.217.7
PR (−), LF, 0.5 Hz0.140.190.15
PR (−), LF, 143 Hz0.130.180.16
V|$_\mathrm{P}$| (m s−1), US, 500 kHz316935023403
V|$_\mathrm{S}$| (m s−1), US, 250 kHz209920922033
Sample density saturated (g |$\mathrm{cm^{-3}}$|⁠)2.002.252.25
Fluid density (g |$\mathrm{cm^{-3}}$|⁠)0.001.001.02
12 per cent free |$\mathrm{CO_2}$|31 per cent free |$\mathrm{CO_2}$|4 per cent free |$\mathrm{CO_2}$|
E (GPa), LF, 0.5 Hz16.616.717.2
E (GPa), LF, 143 Hz16.416.517.6
PR (−), LF, 0.5 Hz0.130.130.14
PR (−), LF, 143 Hz0.130.130.16
V|$_\mathrm{P}$| (m s−1), US, 500 kHz32883512
V|$_\mathrm{S}$| (m s−1), US, 250 kHz20012071
Sample density saturated (g |$\mathrm{cm^{-3}}$|⁠)2.232.182.25
Fluid density (g |$\mathrm{cm^{-3}}$|⁠)0.930.741.00
 dry100 per cent water100 per cent water + |$\mathrm{CO_2}$|
E (GPa), LF, 0.5 Hz18.118.517.7
E (GPa), LF, 143 Hz17.918.217.7
PR (−), LF, 0.5 Hz0.140.190.15
PR (−), LF, 143 Hz0.130.180.16
V|$_\mathrm{P}$| (m s−1), US, 500 kHz316935023403
V|$_\mathrm{S}$| (m s−1), US, 250 kHz209920922033
Sample density saturated (g |$\mathrm{cm^{-3}}$|⁠)2.002.252.25
Fluid density (g |$\mathrm{cm^{-3}}$|⁠)0.001.001.02
12 per cent free |$\mathrm{CO_2}$|31 per cent free |$\mathrm{CO_2}$|4 per cent free |$\mathrm{CO_2}$|
E (GPa), LF, 0.5 Hz16.616.717.2
E (GPa), LF, 143 Hz16.416.517.6
PR (−), LF, 0.5 Hz0.130.130.14
PR (−), LF, 143 Hz0.130.130.16
V|$_\mathrm{P}$| (m s−1), US, 500 kHz32883512
V|$_\mathrm{S}$| (m s−1), US, 250 kHz20012071
Sample density saturated (g |$\mathrm{cm^{-3}}$|⁠)2.232.182.25
Fluid density (g |$\mathrm{cm^{-3}}$|⁠)0.930.741.00
Table A6.

Overview of measured elastic properties at seismic frequencies (at 20 µStrain) and at ultrasonic frequencies for the |$\mathrm{CO_2}$| test (see Section 4.3). Saturated sample and fluid densities were calculated and used for the conversion of wave velocities into elastic moduli.

 dry100 per cent water100 per cent water + |$\mathrm{CO_2}$|
E (GPa), LF, 0.5 Hz18.118.517.7
E (GPa), LF, 143 Hz17.918.217.7
PR (−), LF, 0.5 Hz0.140.190.15
PR (−), LF, 143 Hz0.130.180.16
V|$_\mathrm{P}$| (m s−1), US, 500 kHz316935023403
V|$_\mathrm{S}$| (m s−1), US, 250 kHz209920922033
Sample density saturated (g |$\mathrm{cm^{-3}}$|⁠)2.002.252.25
Fluid density (g |$\mathrm{cm^{-3}}$|⁠)0.001.001.02
12 per cent free |$\mathrm{CO_2}$|31 per cent free |$\mathrm{CO_2}$|4 per cent free |$\mathrm{CO_2}$|
E (GPa), LF, 0.5 Hz16.616.717.2
E (GPa), LF, 143 Hz16.416.517.6
PR (−), LF, 0.5 Hz0.130.130.14
PR (−), LF, 143 Hz0.130.130.16
V|$_\mathrm{P}$| (m s−1), US, 500 kHz32883512
V|$_\mathrm{S}$| (m s−1), US, 250 kHz20012071
Sample density saturated (g |$\mathrm{cm^{-3}}$|⁠)2.232.182.25
Fluid density (g |$\mathrm{cm^{-3}}$|⁠)0.930.741.00
 dry100 per cent water100 per cent water + |$\mathrm{CO_2}$|
E (GPa), LF, 0.5 Hz18.118.517.7
E (GPa), LF, 143 Hz17.918.217.7
PR (−), LF, 0.5 Hz0.140.190.15
PR (−), LF, 143 Hz0.130.180.16
V|$_\mathrm{P}$| (m s−1), US, 500 kHz316935023403
V|$_\mathrm{S}$| (m s−1), US, 250 kHz209920922033
Sample density saturated (g |$\mathrm{cm^{-3}}$|⁠)2.002.252.25
Fluid density (g |$\mathrm{cm^{-3}}$|⁠)0.001.001.02
12 per cent free |$\mathrm{CO_2}$|31 per cent free |$\mathrm{CO_2}$|4 per cent free |$\mathrm{CO_2}$|
E (GPa), LF, 0.5 Hz16.616.717.2
E (GPa), LF, 143 Hz16.416.517.6
PR (−), LF, 0.5 Hz0.130.130.14
PR (−), LF, 143 Hz0.130.130.16
V|$_\mathrm{P}$| (m s−1), US, 500 kHz32883512
V|$_\mathrm{S}$| (m s−1), US, 250 kHz20012071
Sample density saturated (g |$\mathrm{cm^{-3}}$|⁠)2.232.182.25
Fluid density (g |$\mathrm{cm^{-3}}$|⁠)0.930.741.00
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