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BKB

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Baseline, damaged and regained Ko. <span class="search-highlight">BKB</span> 70 plug, scenario 1: stimulation at ...
Published: 10 February 2010
Fig. 6a Baseline, damaged and regained Ko. BKB 70 plug, scenario 1: stimulation at closed fracture regime More
Images
Baseline, damaged and regained Ko. <span class="search-highlight">BKB</span> 44 plug, scenario 2: stimulation at ...
Published: 10 February 2010
Fig. 6b Baseline, damaged and regained Ko. BKB 44 plug, scenario 2: stimulation at open fracture regime. More
Proceedings Papers

Paper presented at the The Twenty-second International Offshore and Polar Engineering Conference, June 17–22, 2012
Paper Number: ISOPE-I-12-459
... and transmission wave coefficients for this 2D optimal body shape are 1274 computed again and shown in Fig. 4 and Fig. 5, respectively. Fig. 5 (a) shows the result for the case of fixed motions (diffraction problem) and Fig. 5 (b) is the result for the case of free motions in sway, heave, and roll. BKb Am pl itu...
Images
Closure regime curve expressed as permeability to brine vs. injected pore v...
Published: 10 February 2010
Fig. 5a Closure regime curve expressed as permeability to brine vs. injected pore volumes for BKB 70 plug. Scenario 1. More
Images
Closure regime curve expressed as permeability to brine vs. injected pore v...
Published: 10 February 2010
Fig. 5b Closure regime curve expressed as permeability to brine vs. injected pore volumes for BKB 44 plug. Scenario 2. More
Proceedings Papers

Paper presented at the SPE International Symposium and Exhibition on Formation Damage Control, February 10–12, 2010
Paper Number: SPE-127892-MS
...Fig. 6a Baseline, damaged and regained Ko. BKB 70 plug, scenario 1: stimulation at closed fracture regime ...
Proceedings Papers

Paper presented at the SPE Asia Pacific Oil and Gas Conference and Exhibition, October 8–10, 2002
Paper Number: SPE-77886-MS
... Basin wells to test their validity. Figure 8a shows comparison with the wireline log based water saturations in Big Lake-55 over the Namur Formation. The blue curve SWD is the drainage function based on a drainage FWL at 5685 ft BKB, the green curve SWI is the imbibition function based...
Proceedings Papers

Paper presented at the The Twenty-second International Offshore and Polar Engineering Conference, June 17–22, 2012
Paper Number: ISOPE-I-12-457
... 2.72m B= /Kb Am pl itu de / a 0 1 2 3 4 5 6 7 0 0.2 0.4 0.6 0.8 1 Computation Experiment 2D Transmission Coefficients Fixed-Motions Case BKb Am pl itu de / a 0 1 2 3 4 5 6 70 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.8 Computation Experiment Sway Motions BKb Am pl itu de / a 0 1 2 3 4 5 6 70 0.2 0.4 0.6 0.8 1...
Proceedings Papers

Paper presented at the 2014 SEG Annual Meeting, October 26–31, 2014
Paper Number: SEG-2014-1380
...). Drill-stem tests (DSTs) were also performed by PNNL over the 3948-4194 ft. below Kelly Bushing (bKB) depth interval within the upper Mt. Simon Fm. for calculation of field transmissivity. Figure 3 shows computed mineral and fluid volume fractions and gamma log results for the 3000-4450 ft. depth...
Journal Articles
Petrophysics 19 (04).
Paper Number: SPWLA-1978-vXIXn4a1
Published: 01 July 1978
... by the example. TABLE I Log data and analysis results, Anschutz Haldirnand 23-N indicates no data) Depth L o g d a t a E f f e c t i v e p o r o s i t y S h a l e v o l . Water S a t . f r a c t i o n f r a c t i o n f r a c t i o n CRPLOT* SARA. ** CRPLOT S A M . CRPLOT SARA. f t AGR Zone L i t h o l o g y BKB...
Proceedings Papers

Paper presented at the The Eleventh ISOPE Pacific/Asia Offshore Mechanics Symposium, October 12–14, 2014
Paper Number: ISOPE-P-14-076
... + 3 sin 2 (cos1 + 3 2 ) = 0, (9) where f = 12 1 2 + 3 2 2 2 + 2 3 cos1 2 + z 2 ), 1 = kd, 2 = bkb , 3 = kb / k, | k1 k2 |= k = 2 / , and is the angle between the primary wavenumber k1 and bottom wavenumber kb . Using the homotopy analysis method, we search for the steady-state solutions...
Journal Articles
Petrophysics 20 (03).
Paper Number: SPWLA-1979-vXXn3a2
Published: 01 May 1979
... ,623 .459 ,417 ,448 ,381 .448 .329 ,470 .630 .430 .360 ,570 ,500 1.000 .650 ,590 ,700 ,480 ACKNOWLEDGMENTS This study was made in cooperation with the U.S. Department of Energy. a b C BKB GR Ll b L3 4 m R S SARA V 4 e Z (7 w A P SYMBOLS Perpendicular distance from z to shale line Perpendicular distance...
Proceedings Papers

Paper presented at the Offshore Technology Conference, April 30–May 3, 1979
Paper Number: OTC-3619-MS
... features. This cross-section is usually the most important exhibit as it shows the inter-relationship of proposed casing (prior to the inclusion of geophysics) to the measured geophysical features. For example, the 30" casing in the case history was moved from 50 feet to 180 feet below mud line (-577 BKB...
Journal Articles
J Ship Res 45 (03): 197–204.
Paper Number: SNAME-JSR-2001-45-3-197
Published: 01 September 2001
... in Fig. 18 conŽ rm the reduc- tion of the wave amplitudes downstream. Scheme B: Shift of real ship sections So far we have shifted the parametric sections rather than the real ones. In order to deal with the real ship sections, we introduce a new function x D x4t5D NtX kD1 bkB 3 k4t5 (5) Fig. 8 Wave...
Proceedings Papers

Paper presented at the 2002 SEG Annual Meeting, October 6–11, 2002
Paper Number: SEG-2002-0830
...‘08WuNNx NBpK8eNŸLBNxNTŸNY¦uN¯ p”L©pN pupW›B¡ NLpNTB•K“0NNB ÐL KÔdˆdÕ ÒNÖ Ó Ñ Ta 8LWffWBLNL™BLxp» ‘+ pžffŸNN˜TWNuffNTŸNYNp”L©pu›B£k Y N1LNŸLWL1” 1BpD B Ø NN ŽY˜1©8N B¡Wp”N˜1 BKB k p£h8aßxxL¨8”LŸLp”L©pBD¬7NTŸNY¦ L 8›B kp”NQ p8 ŸW›B˜ff0WN 1”kL 8BuxyÜ aß yÄ6 â7›B ”NKÙN6 8pB š8›WkpNLNNŸL”N˜TuBp”N8aBD¬d›B...
Journal Articles
SPE Res Eval & Eng 3 (06): 544–551.
Paper Number: SPE-68051-PA
Published: 01 December 2000
... true-vertical depth 10,914-10,924 ft BKB 8,865-8,873 ft TVDSS Test interval thickness 10 ft (along hole) Reservoir temperature 235°F Brine type Seawater Production rate (average) 400 bpd Porosity (average) 20% 11 12 1998 19 9 2000 21 9 2000 1 12 2000 1...
Journal Articles
J Can Pet Technol 49 (09): 78–86.
Paper Number: SPE-140119-PA
Published: 01 September 2010
... and b in Equation (6) can be derived as: ( ) ( ) ( ) p pp si p bnp coef p bn bkb + = = 1, 1tan tan1 7) Mobilized friction angle f(mob) is defined by Barton et. al. as: ( ) ( ) r n n n JCS mobJRCmob = log , 8) where JRCn(mob) is the mobilized joint roughness...
Proceedings Papers

Paper presented at the 1st Canada - U.S. Rock Mechanics Symposium, May 27–31, 2007
Paper Number: ARMA-07-212
... for the water phase is: ( ) 0 1 1 '' ' '' ' '' , = + + + + tB S t T BT S B S KB SS t P KB S t P S BKB SS t PS BBP S KB SS q P B kk w w w ws w w mw Tw g mw wo w wmw ow w w www w mw ww stcw w w ww lrwT (6) The general form of the continuity equation...
Proceedings Papers

Paper presented at the SPE California Regional Meeting, March 23–25, 1983
Paper Number: SPE-11717-MS
... valve that normally operates at 2000' in producing wells was used for this deeper seating (7874' BKB). Dual encapsulated 1/4" control lines from surface operated this valve from the existing wellpad hydraulic safety systems. The primary means of subsurface control during ESP change-out operations...
Proceedings Papers

Paper presented at the Canadian International Petroleum Conference, June 12–14, 2007
Paper Number: PETSOC-2007-046
..., mass conservation and energy conservation are expressed below[24]. The general form of the continuity equation for the water phase is: ( ) 0 1 1 '' ' '' ' '' , = + + + + tB S t T BT S B S KB SS t P KB S t P S BKB SS t P S BBP S KB SS q P B kk w w w ws...

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