# Modeling caprock bending stresses and their potential for induced seismicity during CO2 injection

- **Authors:** David Dempsey; Sharad Kelkar; Rajesh Pawar; Elizabeth Keating (ORCID 0000-0002-2546-2733); David Coblentz
- **Journal:** International Journal of Greenhouse Gas Control, vol. 22, pp. 223-236 (2014)
- **Publisher:** Elsevier BV
- **DOI (version of record):** [https://doi.org/10.1016/j.ijggc.2014.01.005](https://doi.org/10.1016/j.ijggc.2014.01.005)
- **This page:** https://ddempsey.github.io/papers/2014-dempsey-modeling-caprock-bending-stresses-their/
- **Open PDF:** [https://ddempsey.github.io/papers/2014-dempsey-modeling-caprock-bending-stresses-their/dempsey2014-modeling-caprock-bending.pdf](https://ddempsey.github.io/papers/2014-dempsey-modeling-caprock-bending-stresses-their/dempsey2014-modeling-caprock-bending.pdf) (Accepted manuscript (peer-reviewed, author's version))
- **Full text (Markdown):** [https://ddempsey.github.io/papers/2014-dempsey-modeling-caprock-bending-stresses-their/fulltext.md](https://ddempsey.github.io/papers/2014-dempsey-modeling-caprock-bending-stresses-their/fulltext.md)
- **Notice:** Accepted manuscript. © 2014. This manuscript version is made available under the CC-BY-NC-ND 4.0 license https://creativecommons.org/licenses/by-nc-nd/4.0/. The version of record is available at https://doi.org/10.1016/j.ijggc.2014.01.005
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- **BibTeX:** https://ddempsey.github.io/papers/2014-dempsey-modeling-caprock-bending-stresses-their/citation.bib
- **Topics:** Induced seismicity & faults; Geothermal systems; CO2 & hydrogen storage
- **Keywords:** Caprock; Overpressure; Geology; Induced seismicity; Geothermal gradient; Pore water pressure; Geotechnical engineering; Hydraulic fracturing

## In brief

In our models, CO2 injection at overpressures of 5 to 10 MPa bent the caprock and induced stresses of about 1 to 2 MPa in it, outside the zone of raised fluid pressure. Such stresses would be enough to reactivate an undetected, well-oriented, critically stressed fault near the well.

- In our models, overpressures of 5 to 10 MPa induced caprock stresses of about 1 to 2 MPa, in rock where the fluid pressure change was small.
- Doming of the caprock reduced horizontal compression in the same direction as the regional tectonic extension at the Springerville analogue site.
- Raising the injection overpressure from 5 to 15 MPa increased the peak Coulomb failure stress change in the caprock from 1.2 to 3.5 MPa.
- With several interacting wells, injecting around a known hazardous fault may not avoid loading it.
- We propose that limits on injection pressure also consider how far the overpressured region spreads.

## The problem

Storing carbon dioxide underground is one proposed way to limit the rise in
atmospheric greenhouse gases (IPCC, 2005). It has been suggested that, to be
effective, a storage site should retain at least 99% of the injected CO2 for
over 1000 years (Shaffer, 2010). Because the gas is buoyant, it is held in
place by a caprock, a low-permeability layer above the storage reservoir. If an
existing fault in the caprock slips, it could create a leakage pathway. Earlier
models of caprock failure focused on high fluid pressure migrating upward out
of the reservoir (e.g., Rutqvist and Tsang, 2002; Rohmer and Seyedi, 2010).

Some faults are critically stressed. They need only a small increase in stress
to slip. In tectonically active regions, that increase is probably less than 5
MPa (e.g., Townend and Zoback, 2000). The megapascal (MPa) is a unit of stress.
In this study, we asked whether an overpressured reservoir could also load
caprock faults indirectly, by deforming the caprock.

## What we did

We used the Springerville-St. Johns dome as an analogue site. It is a natural
CO2 reservoir straddling the Arizona-New Mexico border, holding about 830 Mt
(million tonnes) of CO2 (Stevens et al., 2001). The Coyote Wash normal fault
confines a large part of it laterally. The reservoir is too shallow for
practical storage, but its geometry gave a simplified layout for our model.

We simulated ten years of CO2 injection with FEHM, a code that couples fluid
flow with rock deformation. The wells injected at a fixed overpressure, 5 MPa
above the reservoir pressure in the benchmark run, and from 1 to 15 MPa in
other runs. We gave the caprock a permeability of 10⁻¹⁹ m² and the reservoir
10⁻¹⁴ m², a ratio of 100,000. Our intent was to examine caprock stresses
without a significant pressure rise reaching the caprock. The caprock had a
stiffness (Young's modulus) of 20 GPa (gigapascals) against 5 GPa in the
reservoir.

To measure the tendency for fault slip, we calculated the change in Coulomb
failure stress (ΔCFS) on hypothetical faults parallel to the Coyote Wash Fault,
dipping (inclined from the horizontal) at 60°. Stress magnitudes at
Springerville have not been measured. We therefore used the change in CFS,
which shows whether an operation promotes or inhibits fault reactivation. We
also averaged ΔCFS over the model volume to give a single number, the
integrated tendency toward fault failure (ITF).

## What we found

In the benchmark run with a single well, the ground above the well rose by
about 0.09 m (9 cm) over ten years. The expanding reservoir domed and spread
the overlying rock. This produced horizontal extension near the surface. The
resulting stress change has the same orientation and sense as the regional
tectonic load, which was responsible for past slip on the Cedar Mesa and Coyote
Wash faults.

After ten years, ΔCFS exceeded 0.5 MPa over a large part of the caprock above
the well. It peaked at 1.2 MPa near the base of the caprock, and a region about
2 km wide with values above 0.5 MPa extended to the surface. This happens even
though fluid pressure changes in a caprock this impermeable are small. This is
because the deformation is driven by changes in total stress, the stress
carried by the rock and its pore fluid together. These stresses are probably
not large enough to break intact caprock. However, they would be sufficient to
reactivate an undetected, well-oriented, critically stressed fault above or
near the well.

Raising the overpressure from 5 to 15 MPa increased the peak ΔCFS from 1.2 to
3.5 MPa, about 23 to 24% of the applied overpressure. It also increased the ITF
by almost a factor of 10 and the uplift from about 0.1 m to almost 0.3 m.
Caprock stiffness had little effect on the peak ΔCFS. With a stiffer caprock,
the ITF generally increased, because ΔCFS was raised over a larger volume.
Uplift fell from 0.18 m at 5 GPa to about 0.05 m at 100 GPa.

<div class="widget" id="w-caprock" role="group" aria-label="Schematic cross-section of caprock doming above a CO2 injection well, showing uplift and peak Coulomb failure stress change for four of the paper's simulated cases"></div>

The schematic redraws four of these simulations with the uplift exaggerated. In
it, a softer caprock bulges more for the same overpressure, and raising the
overpressure increases both the uplift and the peak ΔCFS.

With three to ten wells, ΔCFS increased in the area between the wells. We
attribute this to interaction between the wells. Each time we added wells, the
ΔCFS values grew larger. As a result, injecting "around but not on" a fault
judged hazardous may not avoid loading it.

## Limitations

Our models are linear elastic. At these shallow depths, the higher
overpressures would be expected to exceed the minimum principal stress and
cause tensile failure. This does not occur in our models. From our mesh tests,
we estimate that the 500 m mesh overestimates ΔCFS magnitudes by about 15 to
30%. We also left out thermal stresses and the failure of faults within the
reservoir or in the basement below.

Pressure management currently aims to keep reservoir pressure below the minimum
principal stress by a safety margin, the threshold for hydraulic fracturing. We
propose that limits on operating pressure should also consider how far the
overpressured region could spread. Site-specific modelling is likely to be
needed to support such decisions. We have not yet assessed how brine production
wells, which extract formation water to relieve pressure, would change the
induced caprock stresses.

## Glossary

A **caprock** is a low-permeability rock layer that traps buoyant fluid in the
reservoir beneath it.

**Permeability** measures how easily fluid flows through rock.

**Overpressure** is the fluid pressure above the reservoir's original pressure.

**MPa** (megapascal) and **GPa** (gigapascal) are units of pressure and stress,
equal to a million and a billion pascals.

**Mt** is a million tonnes.

**Young's modulus** measures the stiffness of a rock, its resistance to
stretching or squeezing.

A **normal fault** is a fault on which one block slides down relative to the
other as the crust extends.

A fault's **dip** is its angle of inclination from the horizontal.

A **well-oriented** fault lies at an angle to the regional stresses that favours slip.

A **critically stressed** fault is one that needs only a small increase in
shear stress to slip.

The **Coulomb failure stress change (ΔCFS)** is the change in stress that brings a fault closer to slipping (positive) or further from it (negative).

The **integrated tendency toward fault failure (ITF)** is ΔCFS averaged over
the whole model volume.

The **minimum principal stress** is the smallest compressive stress acting at
a point in the rock.

**Tensile failure** is the opening of new fractures when rock is pulled apart.

**Total stress** is the stress carried by the rock and its pore fluid together.

An **analogue site** is a natural setting used to study processes expected at
an engineered one.

## Cite

Dempsey, David, Kelkar, Sharad, Pawar, Rajesh, Keating, Elizabeth, Coblentz, David (2014). Modeling caprock bending stresses and their potential for induced seismicity during CO2 injection. International Journal of Greenhouse Gas Control, 22, 223-236. https://doi.org/10.1016/j.ijggc.2014.01.005

```bibtex
@article{dempsey2014modeling,
  title = {Modeling caprock bending stresses and their potential for induced seismicity during CO2 injection},
  author = {Dempsey, David and Kelkar, Sharad and Pawar, Rajesh and Keating, Elizabeth and Coblentz, David},
  journal = {International Journal of Greenhouse Gas Control},
  year = {2014},
  volume = {22},
  pages = {223-236},
  publisher = {Elsevier BV},
  doi = {10.1016/j.ijggc.2014.01.005},
  url = {https://ddempsey.github.io/papers/2014-dempsey-modeling-caprock-bending-stresses-their/}
}
```