Microseismic Monitoring and Geomechanical Modelling of CO2 - bris
Microseismic Monitoring and Geomechanical Modelling of CO2 - bris
Microseismic Monitoring and Geomechanical Modelling of CO2 - bris
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8.3. RESULTS<br />
Marl<br />
Vugg<br />
0.8<br />
0.8<br />
Normalised crack density<br />
0.6<br />
0.4<br />
0.2<br />
Normalised crack density<br />
0.6<br />
0.4<br />
0.2<br />
0<br />
0<br />
−0.2<br />
0 5 10 15 20 25 30<br />
Pressure (MPa)<br />
(a)<br />
−0.2<br />
0 5 10 15 20 25 30<br />
Pressure (MPa)<br />
(b)<br />
Figure 8.4: Crack densities <strong>of</strong> the Weyburn Marly (a) <strong>and</strong> Vuggy (b) rocks inverted from velocity<br />
observations (symbols) <strong>and</strong> using stress-sensitive modelling (lines). The 2nd order tensor components<br />
(solid lines) <strong>and</strong> 4th order tensor diagonal (dashed lines) <strong>and</strong> <strong>of</strong>f-diagonal (dotted lines)<br />
components are shown.<br />
8.3 Results<br />
8.3.1 Stress evolution <strong>and</strong> failure<br />
The total simulation run lasts 4 years - one year pre-production, two years <strong>of</strong> production, one year <strong>of</strong><br />
injection. As in Chapter 5, the results I will now discuss are output by ELFEN at equally spaced, user<br />
defined timesteps. In Figure 8.5 I plot the vertical effective stress in the reservoir <strong>and</strong> overburden after<br />
injection. Around the injection wells there is a lower effective stress due to pore pressure increase,<br />
while there is a higher effective stress around the producing wells. In the overburden there is increase<br />
in effective stress above the injection wells, as the exp<strong>and</strong>ing reservoir pushes into the overburden,<br />
while the compaction <strong>of</strong> the reservoir reduces the effective stress above the production wells in the<br />
overburden. However, these stress effects in the overburden are small.<br />
To compute the fracture potential I use equation 5.22 <strong>and</strong> the values for cohesion <strong>and</strong> angle <strong>of</strong><br />
friction measured from core samples by Jimenez Gomez (2006). These are given in Table 8.4. Of<br />
course, these values represent the strength <strong>of</strong> intact rock, <strong>and</strong> not the planes <strong>of</strong> weakness which would<br />
be the first places to experience shear failure. Therefore, the high value for cohesion found by Jimenez<br />
Gomez for the evaporite is probably unrealistic, so I use an arbitrarily reduced value. I am most<br />
interested in the change in f p , whether it increases or reduces, which is relatively insensitive to the<br />
values <strong>of</strong> χ <strong>and</strong> ϕ f , rather than absolute magnitudes <strong>of</strong> f p . Therefore the choice <strong>of</strong> these values is not<br />
particularly important.<br />
In Figure 8.6 I plot the evolution <strong>of</strong> fracture potential through time in the reservoir <strong>and</strong> overburden<br />
at the injection <strong>and</strong> production wells, while in Figures 8.7 <strong>and</strong> 8.8 I plot snapshots <strong>of</strong> the fracture<br />
potential before production begins (ELFEN output timestep 3), during production (timestep 8), after<br />
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