Fracturing Basics • Damage Bypass • Stimulation 3/14/2009 George E. King Engineering GEKEngineering.com 1 3/14/2009 George E. King Engineering GEKEngineering.com 2 J/Jo Prod Improvement from Stimulations 8 7 6 5 4 3 2 1 0 Acid Breakdowns Hydraulic Fracturing re/rw=625 re/rw=1250 re/rw=2500 re/rw=5,000 re/rw=10,000 1 10 100 1000 10000 Increased well radius/init well radius 3/14/2009 George E. King Engineering GEKEngineering.com 3 3/14/2009 George E. King Engineering GEKEngineering.com 4 Optimizing Fracture Length by Reservoir Studies & Costs 3/14/2009 George E. King Engineering GEKEngineering.com 5 Efficient fracture half lengths for various permeabilities. 3/14/2009 George E. King Engineering GEKEngineering.com 6 3/14/2009 George E. King Engineering GEKEngineering.com 7 3/14/2009 George E. King Engineering GEKEngineering.com 8 3/14/2009 George E. King Engineering GEKEngineering.com 9 3/14/2009 George E. King Engineering GEKEngineering.com 10 3/14/2009 George E. King Engineering GEKEngineering.com 11 3/14/2009 George E. King Engineering GEKEngineering.com 12 3/14/2009 George E. King Engineering GEKEngineering.com 13 3/14/2009 George E. King Engineering GEKEngineering.com 14 3/14/2009 George E. King Engineering GEKEngineering.com 15 3/14/2009 George E. King Engineering GEKEngineering.com 16 Fracture Gradient • Ranges from about 0.5 psi/ft to over 1 psi/ft. • Highly affected by regional and local stresses, rock types, wellbore access to the reservoir, deviation, plane of the perfs respective to the frac direction, “tortuosity”, etc. 3/14/2009 George E. King Engineering GEKEngineering.com 17 Usually a low viscosity fluid Usually a high viscosity frac fluid. 3/14/2009 George E. King Engineering GEKEngineering.com 18 3/14/2009 George E. King Engineering GEKEngineering.com 19 3/14/2009 George E. King Engineering GEKEngineering.com 20 3/14/2009 George E. King Engineering GEKEngineering.com 21 3/14/2009 George E. King Engineering GEKEngineering.com 22 3/14/2009 George E. King Engineering GEKEngineering.com 23 3/14/2009 George E. King Engineering GEKEngineering.com 24 3/14/2009 George E. King Engineering GEKEngineering.com 25 3/14/2009 George E. King Engineering GEKEngineering.com 26 3/14/2009 George E. King Engineering GEKEngineering.com 27 Proppant Permeabilities -12 / +20 mesh -20 / +40 mesh -40/ +60 mesh -70/ +140 mesh 450+ darcies 120 darcies 60 darcies 0.6 darcies These perms are without stress and are for clean proppant packs. 3/14/2009 George E. King Engineering GEKEngineering.com 28 Proppant Conductivity 12/20 NW sand 16/20 Naplite Resin coated 16/20 Naplite Resin coated 16/20 Carbolite Re-cycled 16/20 Naplite Conductivity 4,500 md-ft 15,000 md-ft 15,000 md-ft 15,000 md-ft 3,500 md-ft Conditions: Frac fluid is YF130LGD, Temp = 195 F, Closure Stress: 4000 psi (Valhall data) 3/14/2009 George E. King Engineering GEKEngineering.com 29 3/14/2009 George E. King Engineering GEKEngineering.com 30 3/14/2009 George E. King Engineering GEKEngineering.com 31 Fracturing as a Means of Sand Control • Frac and Pack • Screenless Fracs 3/14/2009 George E. King Engineering GEKEngineering.com 32 Perforating for Fracs • Size - typically BH • Orientation – usually 60 degrees to 120 degrees – 180 degree for screenless • along frac direction? 3/14/2009 George E. King Engineering GEKEngineering.com 33 Proppant • Type – conductivity is most important – strength is less important – fines invasion? – Other forms of damage • paraffin • asphaltenes • scales 3/14/2009 George E. King Engineering GEKEngineering.com 34 Fluids • Non damaging – look at clays – look at water saturation • Transport important – must transport up to 16 ppga • Efficiency critical – building width is first step 3/14/2009 George E. King Engineering GEKEngineering.com 35 Formation Permeability Ranges • Low perm (<1 to 50), length is important • High perm - conductivity critical – get past the damage – how long? - few meters – how tall - ?? 3/14/2009 George E. King Engineering GEKEngineering.com 36 Maximizing Conductivity • TSO Design (tip screen-out) • maintaining conductivity 3/14/2009 George E. King Engineering GEKEngineering.com 37 Application • Pad - design from minifrac • Slurry (1 to 12 ppga) • Flush 3/14/2009 George E. King Engineering GEKEngineering.com 38 Importance of Screenout • Critical to make conductivity – widths? • normal frac = 0.1 to 0.3” • TSO = 0.5 to >1” • Screenout is usually seen as a pressure spike near the end - can see it coming by watching pressures 3/14/2009 George E. King Engineering GEKEngineering.com 39 Tip Screen Out (TSO) Fracturing Screen area open to flow =6% to >10% Perf area open 6 to 10% Skin = -3 to 10 Advantages stimulation links across layers and low vertical k highest reliability sand control method good flow in moderate to higher kh Disadvantages usually most expensive harder to design and apply frac capacity vs. perm contrast critical height growth uncertainty? some proppant stability problem at depth 3/14/2009 George E. King Engineering GEKEngineering.com 40 Step 1 - Sequence of Pumping a Tip-Screenout (TSO) Frac 3/14/2009 George E. King Engineering GEKEngineering.com 41 Step 2- Start pad – no prop – breaks formation down & initiates fracture What is happening? - fracture breakdown, width development, length growth, probably height growth – AND – fluid loss from frac to the formation. ? 3/14/2009 George E. King Engineering GEKEngineering.com 42 Step 3 End of the pad – prop is coming – fracture width is created What is happening? - moderate frac width sufficient to admit proppant, sufficient length and height to create width – AND – fluid loss from frac to formation with some fluid loss control. 3/14/2009 George E. King Engineering GEKEngineering.com 43 Step 4 – Start of first prop stage – usually about 2 lb/gal What is happening? – Proppant is entering the frac, and the pad, although diminished in volume due to leakoff, is still increasing the frac length and height (and width?). The proppant is becoming more concentrated by fluid leakoff as it travels down the fracture. 3/14/2009 George E. King Engineering GEKEngineering.com 44 Fluid lost to the formation from the fracture steadily increases the proppant concentration of the slurry in the fracture. 3/14/2009 George E. King Engineering GEKEngineering.com 45 Step 5 – end of 2 lb/gal stage – start of 4 lb/gal stage What is happening? 1 The small amount of pad remaining is at the edges of the growing frac, but is being lost to fluid leakoff; 2. The 2 lb/gal pad is losing liquid volume, concentrating the proppant; 3. The 4 lb/gal pad has entered the fracture, driving the other fluids in front of it and slowing losing some of its volume to leakoff. 3/14/2009 George E. King Engineering GEKEngineering.com 46 The proppant steadily concentrates in the remaining fracture fluid as leakoff into the walls of the fracture continues. Proppant concentration may begin as low as 1 to 2 lb/gal and increase to 12 or more lb/gal at the very end of the fracture treatment. 4 lb/gal 3/14/2009 Was 4 lb/gal, now 6 lb/gal, George E. King Engineering GEKEngineering.com Was 2, now 6 47 Steps 6 and 7 – pumping stages of increased proppant concentration What is happening? 3/14/2009 1. Pumping sequential stages of 2, 4, 6, 8, and 12 lb/gal. 2. The fluid leakoff is steadily increasing the proppant concentration. 3. When the proppant concentration at the tip of the fracture approaches 16 lb/gal, the slurry is no longer pumpable. George E. King Engineering GEKEngineering.com 48 Proppant concentration reaches a maximum at 16 lb/gal near the tip of at a highly permeably section and the proppant screens out and the frac length stops growing. 3/14/2009 George E. King Engineering GEKEngineering.com 49 Last stage of proppant – continues until the job screens out 3/14/2009 George E. King Engineering GEKEngineering.com 50 Last Step – as pressure indicates that the tip screenout is forming, increase pressure at the surface and force as much proppant as possible into the fracture. This creates extra width and proppant loading at the wellbore – this means higher flow capacity. Final proppant loading near the wellbore may be 14 lb/ft2 or more. 3/14/2009 George E. King Engineering GEKEngineering.com 51 Observations – DW Frac Pack • Frac Pack process very similar on every well – Hard to evaluate ‘job quality’ from DIMS as data not reported • Average sand placed is 84% of sand pumped – Without 2 lowest jobs average is 89% • Frac Screenout reported on 9 wells • Annular Pack Processes Variable – 6 wells with 8 BPM final rate – 4 wells with less than 2 BPM final rate • 1 well reported 0.5 BPM to get annular pack • Loss rate Post-Frac pack on 7 wells reported at less than 25 BPH losses (13 reported losses, 7 did not) George E. King Engineering 3/14/2009 GEKEngineering.com Dan Gibson 52 Fracturing Disasters • • • • • • • Too little proppant damaged or poor quality proppant reactive base fluids (formation damage) too few/too small perfs perf phasing way out of frac plane over-flushing the treatment fracturing out of zone 3/14/2009 George E. King Engineering GEKEngineering.com 53 Minifracs • Calibration Treatment – 10 to 20% of frac volume – same frac fluid at frac rate • To Evaluate – leakoff – height growth – frac geometry • Procedure 3/14/2009 George E. King Engineering GEKEngineering.com 54 Fracs in Horizontals and M-Ls • Isolation is the key. 3/14/2009 George E. King Engineering GEKEngineering.com 55 Spacing on Fractures • spacing related to drainage area • permeability • intersecting natural fractures 3/14/2009 George E. King Engineering GEKEngineering.com 56 Concerns Spacing Frac direction Isolation 3/14/2009 George E. King Engineering GEKEngineering.com 57 3/14/2009 George E. King Engineering GEKEngineering.com 58