Size Degradation of Granular Lost Circulation Materials

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Size Degradation of Granular Lost Circulation Materials Paul Scott, Zack Wade, Dave Beardmore, ConocoPhillips; Eddie Evans, Krista Franks, Drilling Specialties Co., a Division of Chevron Phillips Chemical

Initial tests Expanded tests Field results Conclusions Outline

Shear Degradation of LCM Why Do We Care? Wellbore Strengthening (WS) process uses 30-60 mesh granular LCM WS Success: Granular LCM circulated with the mud at all times about 30 ppb Requires special 3-deck shaker to recycle the 30-60 mesh material LCM must survive multiple circulations to maintain the high concentration Non-WS applications also recycle LCMs

Plan Shear Test LCM s in the Lab Choose most common granular LCMs used for WS Shear at different intensities and times in the lab Measure resulting PSD (particle size distribution) to understand survivability of LCM s regarding shear How does it compare to field results?

Products Tested Ground Marble (CaCO 3 ) Common, cheap Resilient graphitic material Calcined petroleum coke - expensive Nut Hulls Walnut (black walnut, English walnut) Pecan Cheap, low specific gravity

Test Procedure Wet Sieve LCM to 30-60 mesh, dry, weigh Add to simple, unweighted bentonite mud Shear in mixer for 5-15 minutes Low-shear Hamilton Beach -type Mixer High-shear Silverson Mixer Wet sieve through 60 mesh Dry and weigh % Degradation Beckman Coulter Laser Diffraction PSA

Hamilton Beach Low Shear

Silverson High Shear

Results 30-60 Mesh Percent Degradation Hamilton Beach Silverson 5 min 10 min 15 min 5 min 10 min 15 min Black Walnut 1.5 2.0 2.0 9.0 9.3 9.9 English Walnut 3.3 3.3 4.3 7.7 9.5 9.9 Pecan 11.7 14.3 15.0 24.2 26.9 28.3 Graphite 0.5 0.5 1.5 7.6 15.9 16.9 Marble 5.2 9.6 12.1 99.5 99.5 99.5

Before and After Photos 60 Mesh

Conclusions Degradation increases with time and intensity Use Nut Hulls or Graphite for circulating WS or lost circulation applications with 30-60 mesh LCM Do not use Ground Marble Ground Marble can be used for spotting pills for WS or lost circulation

We Were Curious We saw the good results and had further questions Do smaller granular LCM sizes degrade less? Do LCMs degrade more slowly in a weighted mud because all the barite solids would protect them from degradation?

Further Tests 100-140 Mesh (106-150 microns) LCMs 200-325 mesh (45-74 microns) LCMs 30-60 mesh in 14.0 ppg mud

100-140 Mesh LCM (106-150 microns) Percent Degradation Hamilton Beach Silverson 5 min 15 min 5 min 15 min Black Walnut 10.0 6.4 4.0 12.4 Graphite 6.2 9.6 3.8 12.0 Marble 3.9 3.8 20.7 42.1 Coarse Barite 2.2 6.8 43.0 80.5

100-140 Mesh Graphite

200-325 Mesh LCM (44-75 microns) Percent Degradation Hamilton Beach Silverson 5 min 15 min 5 min 15 min Marble 11.9 12.0 13.2 18.2 API Barite 5.7 6.1 11.7 35.0

Ground Marble Various Sizes Percent Degradation Hamilton Beach Silverson 5 min 15 min 5 min 15 min Marble - 250-600 microns 5.2 12.1 99.5 99.5 Marble - 106-150 microns 3.9 3.8 20.7 42.1 Marble - 45-74 microns 11.9 12.0 13.2 18.2 These results have implications for Reservoir Drill-In Fluids!

30-60 Mesh in 14.0 ppg Mud Percent Degradation Hamilton Beach Silverson 5 min 15 min 5 min 15 min Black Walnut (Unwtd) 1.5 2.0 9.0 9.9 Black Walnut (Wtd) 1.5 4.4 5.4 10.2 Marble (Unwtd) 5.2 12.1 99.5 99.5 Marble (Wtd) 0.0 0.0 69.1 97.1

Field Results Case 1: WS with Walnut Hulls 5 days of operations (circulating) 40 ppb Sieved on location twice a day 60 mesh Only 1.6 ppb maintenance required Low degradation (only 4% per day)

Field Results Case 2: WS with Graphite and Marble 8 days of operations with maintenance Virtually no CaCO 3 left (95%+ degradation)

Conclusions Granular LCMs degrade with increasing shear intensity and time Ground Marble: 30-60 Mesh degrades completely at high shear Barite in weighted muds slightly protects marble, but still complete degradation 30-60 Mesh marble degrades completely in the field Marble - Not suitable for circulating application Smaller marble suffers less degradation Reservoir Drill-In Fluids requiring large marble sizes must be analyzed and treated often to maintain designed PSD

Conclusions (cont.) Walnut Hulls and Resilient Graphite survived very well in lab and field preferred LCM for circulating applications Pecan Hulls suffered moderate degradation not recommended Barite degrades worse than CaCO 3 Lab results compare well to field results

Slide 23 of 23 Acknowledgements / Thank You / Questions Paul Scott Initial idea and test plans Eddie Evans lab work and report writing Zack Wade lab work and data analysis Krista Franks PSD s and Photos ConocoPhillips and Drilling Specialties Co.