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2008-02-06_PERMIT FILE - M2007044 (2)
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2008-02-06_PERMIT FILE - M2007044 (2)
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Last modified
8/24/2016 3:22:19 PM
Creation date
2/11/2008 8:02:58 AM
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Template:
DRMS Permit Index
Permit No
M2007044
IBM Index Class Name
PERMIT FILE
Doc Date
2/6/2008
Doc Name
Initial reclamation liability estimate
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DRMS
To
Energy Fuels Resources
Media Type
D
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Memo to Russ Means 2 November 14, 2007 <br />Bulkhead Cost Estimate File No. M-2007-044 <br />where: H = hydrostatic head (feet) <br />y,,, = water density (62.4 pounds per square foot) <br />p = pressure head (psi) <br />Potential for Hyd.rofracina at the Proposed Main Bulkhead <br />The bulkhead must by constructed at a depth below ground surface that will provide sufficient overburden <br />pressure to prevent hydrostatic pressure from the impounded water hydrofracing the rock surrounding the <br />bulkhead. The hydrostatic pressure at which hydrofracing will occur is the formation. breakdown pressure. <br />Intentional hydro.fracing of rock from within drill holes is frequently undertaken by the petroleum industry <br />for the purpose of stimulating oil well production, and as a result has been intensively studied and is well. <br />understood. In oil field applications, formation breakdown pressure (Bp) is a function of (1) the tensile <br />strength of the rock immediately adjacent to the drill hole, (2) the in situ stress field in the plane <br />perpendicular to the drill hole, and (3) the pore pressure present in the formation. Bredehoefl, et al (1973) <br />presented the following equation for breakdown pressure: <br />Bp =Ts +(3xSmin)-S... -Pf <br />where: Bp = breakdown pressure <br />TS = tensile strength <br />S,n,,, = minimum stress normal to the drill hole <br />S. = maximum stress normal to the drill hole <br />.Pf= formation pore pressure <br />all terms in psi <br />The equation can be simplified for the case of hydraulic pressure on a mine bulkhead. The tensile strength <br />can be assumed to be zero because the adit wall. rock is jointed and is fractured by blasting, and the pare <br />pressure in and near adit wall rock must be low and can be assumed to be zero. A simple assumption is that <br />hydrostatic stress conditions are equal to the overburden stress. This assumption is generally conservative <br />since the overburden stress must be present and the more general. stress state measured is for the horizontal <br />stresses to equal or exceed the overburden stress. normal formation breakdown. pressures encountered in. <br />oil field work rang <br />e f rorn 1.4 to 2.8 times the overburden stress, indicating that the hydrostatic stress <br />assuni.ption where the breakdown pressure equals two tines the overburden stress is not unreasonable. This <br />analysis yields the following simplified breakdown equation: <br />'Sob _ BP <br />2 <br />where: So, = overburden. stress in psi
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