Abstracts
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contaminant release mechanism. There are no indications of active natural preferential<br />
fluid migration pathways, but old O&G exploration wells cut through the reservoir and<br />
their integrity should be verified.<br />
182 - Three-dimensional Reactive Transport Simulations of<br />
Methane Gas and Brine Migration from Decommissioned Shale<br />
Gas Wells into Shallow Aquifers<br />
N. Roy 1 , J. Molson 1 , D. van Stempvoort 2 , A. Nowamooz 1 , & J.-M. Lemieux 1<br />
1<br />
Département de géologie et de génie géologique, Université Laval, Québec, Canada<br />
2<br />
National Water Research Institute, Environment Canada, Burlington, Ontario, Canada<br />
Three-dimensional numerical simulations are presented for methane gas and gas-saturated<br />
brine leaking from a decommissioned shale gas well into a shallow aquifer. The<br />
main objective is to assess the efficiency of natural bacterially-driven processes to mitigate<br />
dissolved gas contamination in both confined and unconfined aquifers. The basecase<br />
conceptual model, based on an Alberta field site, includes a shallow sandy confined<br />
aquifer intersected by a vertical well which is leaking gas-phase and dissolved-phase<br />
methane from a faulty cement seal. We couple the DuMux multi-phase simulator with<br />
the BIONAPL/3D flow and reactive transport code to simulate biodegradation of dissolved<br />
methane under oxygen and sulfate-reducing conditions. The methane degradation<br />
rate is calibrated for the field case while a range of literature values are applied in<br />
a sensitivity analysis. Methane behavior in the aquifer is simulated for different leakage<br />
rates, background geochemistry and hydraulic gradients. The confined aquifer simulation<br />
shows that, unlike the buoyant gas phase that migrates upward towards the confining<br />
layer, the gas-saturated brine flows at the base of the aquifer following the hydraulic<br />
gradient. The upper gas-phase pool acts as a longer-term source which dissolves into the<br />
flowing groundwater. Methane concentrations in both confined and unconfined aquifers<br />
are mainly influenced by the gas/brine leakage duration, background oxygen and/or<br />
sulfate concentration and the methane oxidation rate. At the Alberta site, considering<br />
a continuous methane gas phase leakage rate of 0.40 kg/day, a threshold of 7 mg/L (ex.<br />
as stipulated by the Québec Ministry of Environment for identifying wells at possible<br />
risk) is reached 55 m downgradient after 2 years. Moreover, if the leak stops after 2 years,<br />
under natural background SO 4<br />
concentrations of 400 mg/L, it would take between 7 and<br />
8 years for dissolved methane concentrations to decrease to acceptable levels. In confined<br />
aquifers, methane tends to persist longer than in unconfined aquifers from which<br />
the buoyant gas phase will more readily escape and in which oxygen concentrations are<br />
likely higher. Aquifers with a naturally high background sulfate concentration can significantly<br />
attenuate methane migration but sulfide by-products may become a concern.<br />
The modelling approach can be extended to other contaminants emerging from deep<br />
decommissioned or abandoned wells or from natural faults and fractures such as brines,<br />
or fracking fluids.<br />
IAH-CNC 2015 WATERLOO CONFERENCE<br />
97