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INTERPRETATION OF GROUND DEFORMATIONS ASSOCIATED WITH HYDRAULIC FRACTURING IN GHE ASPHALT RIDGE TAR SAND, LARAMIE ENERGY TECHNOLOGY CENTER FIELD FACILITY, VERNAL, UTAH

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Fracture design is summarized in Table 2. The design called for fluid injection in six stages through a slot in the well casing at 470 feet, the first stage consisting of fluid without proppant, the intermediate stages consisting of injection of frac fluid with proppant, and the last consisting of 320 gallons to displace the frac fluid in the well. The proppant was 8/12 sand in concentrations ranging from 0.75 pounds per gallon (ppg) to 3.0 ppg. The design called for injection of a total of 60,000 gallons (1,429 bbls.) of fluid, which included 111,250 pounds of propant. 1,495 bbls. were actually injected, 1,488 bbls. Of which entered the formation, the rest remaining in the well bore.

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Last Updated September 29, 2016, 21:49 (LMT)
Created September 29, 2016, 21:49 (LMT)
Citation Holshsusen, G.R. ---- Roy Long, INTERPRETATION OF GROUND DEFORMATIONS ASSOCIATED WITH HYDRAULIC FRACTURING IN GHE ASPHALT RIDGE TAR SAND, LARAMIE ENERGY TECHNOLOGY CENTER FIELD FACILITY, VERNAL, UTAH, 2016-09-29, https://edx.netl.doe.gov/dataset/interpretation-of-ground-deformations-associated-with-hydraulic-fracturing-in-ghe-asphalt-ridge-tar
Netl Product yes
Poc Email Roy.long@netl.doe.gov
Point Of Contact Roy Long
Program Or Project KMD
Publication Date 1979-5-1