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Crisman Annual Report 2009 - Harold Vance Department of ...

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Fracture Aperture Variation Caused by Reactive Transport <strong>of</strong> Silica and<br />

Poro-Thermoelastic Effect<br />

Introduction<br />

Poro-thermo-mechanical processes and<br />

mineral precipitation/dissolution change the<br />

fracture aperture and thus affect the fluid<br />

flow pattern in the fracture.<br />

a.<br />

t =3 months<br />

b.<br />

t =3 months<br />

Different aspects <strong>of</strong> thermal and mechanical<br />

processes have been studied (e.g. Ghassemi<br />

and Zhang, 2004; Ghassemi et al., 2005,<br />

2007, 2008, and <strong>2009</strong>). The thermoelastic<br />

effects are dominant near the injection when<br />

compared to those <strong>of</strong> poroelasticity. Under<br />

some conditions, silica reactivity tends to<br />

dominate permeability (Kumar and Ghassemi,<br />

2007). Experimental studies (Carroll et al.,<br />

1998; Johnson et al., 1998; Dobson et al.,<br />

2003) also show that chemical precipitation<br />

and dissolution <strong>of</strong> minerals significantly affect<br />

fracture aperture.<br />

c. t =3 months<br />

d.<br />

t =3 months<br />

Objectives<br />

We will study this phenomenon by the<br />

development and application <strong>of</strong> a threedimensional<br />

poro-thermoelastic model<br />

incorporating mineral dissolution/precipitation<br />

effects.<br />

Approach<br />

Simulating the poro-thermoelastic chemical<br />

mechanisms usually requires solving a coupled set<br />

<strong>of</strong> equations (e.g., fluid flow, heat transport, solute<br />

transport/reactions and elastic response <strong>of</strong> the<br />

reservoir). These processes are coupled and nonlinear.<br />

In this work, the solid mechanics aspect <strong>of</strong><br />

the problem is treated using poro-thermoelastic<br />

displacement discontinuity method (Ghassemi et<br />

al., <strong>2009</strong>), while reactive flow and heat transport in<br />

the fracture is solved using finite element method.<br />

Similarly, the solution system in the reservoir rock<br />

is obtained using the boundary element method. We<br />

focus on single-component mineral reactivity and<br />

its transport in the fracture. The solute reactivity<br />

and solubility in fracture plane is considered using a<br />

temperature dependent formulation (e.g., Robinson,<br />

1982, and Rimstidt and Barnes, 1980).<br />

Significance<br />

We apply the model to simulate the process <strong>of</strong><br />

low-temperature fluid injection and production <strong>of</strong><br />

high-temperature fluid in a hot-rock-reservoir, and<br />

a. Flow vector in planar fracture; b. Contour plot <strong>of</strong> the temperature (K) distribution;<br />

c. Contour plot <strong>of</strong> silica concentration (ppm) in the fracture; d. Ratio <strong>of</strong><br />

current fracture aperture to the initial fracture aperture.<br />

thus its impact on mineral mass distribution, pore<br />

pressure and thermal stress. Recent computations<br />

include temporal evolution <strong>of</strong> mineral concentration<br />

and its dissolution/precipitation, temperature, and<br />

fluid pressure in the fracture.<br />

Project Information<br />

2.5.14 Fracture Aperture Variation due to Reactive Transport<br />

<strong>of</strong> Silica and Poro-Thermoelastic Effect<br />

Related Publications<br />

Rawal C. and Ghassemi A. A 3-D Analysis <strong>of</strong> Solute<br />

Transport in a Fracture in Hot- and Poro-elastic Rock. Paper<br />

to be presented at the 2010 44th U.S. Rock Mechanics<br />

Symposium, ARMA, Salt Lake City, Utah, 27-30 June.<br />

Rawal C. and Ghassemi A. Reactive Flow in a Natural<br />

Fracture in Poro-thermoelastic Rock. Paper presented at<br />

the 2010 35th Stanford Geothermal Workshop. Stanford,<br />

California, 1-3 February.<br />

Contacts<br />

Ahmad Ghassemi<br />

979.845.2206<br />

ahmad.ghassemi@pe.tamu.edu<br />

Chakra Rawal<br />

CRISMAN INSTITUTE<br />

62<br />

<strong>Crisman</strong> <strong>Annual</strong> <strong>Report</strong> <strong>2009</strong>

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