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contributor authorXiaolong Geng
contributor authorNicholas C. Davatzes
contributor authorDaniel J. Soeder
contributor authorJagadish Torlapati
contributor authorRebecca S. Rodriguez
contributor authorMichel C. Boufadel
date accessioned2017-05-08T21:42:39Z
date available2017-05-08T21:42:39Z
date copyrightMay 2014
date issued2014
identifier other%28asce%29ee%2E1943-7870%2E0000779.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/60228
description abstractWe present the details of a numerical model simulating the migration of pressurized air used for pneumatic drilling of a well in an aquifer. We used an incident that occurred in West Virginia during June 2012 as a basis for making the simulations realistic. We developed a 3D conceptual model using the multipurpose model TOUGH2 to simulate the events during this incident. Input parameters for the model were obtained from field measurements, and a number of reasonable assumptions were made for other parameters. Our results showed that compressed air from a drilling well is capable of creating a high pressure gradient in groundwater at hundreds of meters from the drill hole, even if the air leakage from the drilling well occurs in a confined aquifer, and even if the leakage duration is only 2 h. Therefore, one way to prevent the pressure buildup in the surrounding aquifers is through emplacement of observation wells before drilling, which would alert the drillers to any unusual pressure buildup inside the confined aquifer. However, air leakage in unconfined aquifers seems to have a much smaller spatial extent (less than tens of meters). Sensitivity analysis revealed that air pressure, fracture permeability, and injection time are critical parameters for the propagation of air.
publisherAmerican Society of Civil Engineers
titleMigration of High-Pressure Air during Gas Well Drilling in the Appalachian Basin
typeJournal Paper
journal volume140
journal issue5
journal titleJournal of Environmental Engineering
identifier doi10.1061/(ASCE)EE.1943-7870.0000769
treeJournal of Environmental Engineering:;2014:;Volume ( 140 ):;issue: 005
contenttypeFulltext


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