Introduction of Gravel Pack with Inflow Control Completion in Brazil 6th European Sand Management Forum © 2014 Baker Hughes Incorporated. All Rights Reserved. Abrahão Jardim / Alberto Costa / Tobias Rocha / Hang Nguyen / Peter Kidd – Baker Hughes Daniela Leite / Arcindo Santos – Statoil Brasil 1 © 2014 BAKER HUGHES I NCORPORATED. ALL RI GHTS RESERVED. TERM S AND CONDI TI ONS OF USE: BY ACCEPTI NG THI S DOCUM ENT, THE RECI PI ENT AGREES THAT THE DOCUM ENT TOGETHER W I TH ALL I NFORM ATI ON I NCLUDED THEREI N I S THE CONFI DENTI AL AND PROPRI ETARY PROPERTY OF BAKER HUGHES I NCORPORATED AND I NCLUDES VALUABLE TRADE SECRETS AND/ OR PROPRI ETARY I NF OR M ATI ON OF BAKER HUGHES (COLLECTI VELY "I NFORM ATI ON"). BAKER HUGHES RETAI NS ALL RI GHTS UNDER COPYRI GHT LAW S AND TRADE SECRET LAW S OF THE UNI TED STATES OF AM ERI CA AND OTHER COUNTRI ES. THE RECI PI ENT FURTHER AGREES TH AT THE DOCUM ENT M AY NOT BE DI STRI BUTED, TRANSM I TTED, COPI ED OR REPRODUCED I N W HOLE OR I N PART BY ANY M EANS, ELECTRONI C, M ECHANI CAL, OR OTHERW I SE, W I THOUT THE EXPRESS PRI OR W RI TTEN CONSENT OF BAKER HUGHES, AND M A Y NOT BE USED DI RECTLY OR I NDI RECTLY I N ANY W AY DETRI M ENTAL TO BAKER HUGHES’ I NTEREST. Agenda © 2014 Baker Hughes Incorporated. All Rights Reserved. ▪ ▪ ▪ ▪ ▪ ▪ ▪ 2 Objectives Reservoir Information Conventional Gravel Pack ICD Gravel Pack – Well Design Challenges Case History #1 Case History # 2 Conclusions Objectives © 2014 Baker Hughes Incorporated. All Rights Reserved. ▪ Provide sand control ▪ Provide uniform inflow along long horizontal well ▪ Provide additional oil production compared with standard screens 3 Reservoir Information ▪ Peregrino field is located 85 km offshore Brazil (Campos Basin) ▪ 24 km of extension ▪ Water depth around 100 m ▪ API: 140 © 2014 Baker Hughes Incorporated. All Rights Reserved. ▪ Unconsolidated sands and thin heavy oil-bearing sections ▪ Wells require sand control techniques ▪ Producer wells: 30 4 Reservoir Simulation Studies © 2014 Baker Hughes Incorporated. All Rights Reserved. ▪ Evaluate the well completion effect on the reservoir behavior of horizontal well in Peregrino field, considering: – OHGP with Standard Screen vs. OHGP with ICD screen completion – Water injection effect – Determine ICD type and rating, joint quantity and optimum flow resistance rating – Determine additional pressure drop requirements with ICD completion – Estimate the oil and water cumulative production with and without ICD Technology – Estimate the oil and water influx (bpd/ft) behavior 5 Reservoir Simulation Observations © 2014 Baker Hughes Incorporated. All Rights Reserved. ▪ ICD completions add value in the long term when it is compared with standard completion. ▪ ICD completion promote an evenly fluid influx along the horizontal section and delay in the water breakthrough ▪ It is recommendable to install sliding sleeve (mechanical water shut off) in order to control the water production (after 5 years); reservoir simulations (based on ICD with 6.4FRR flow resistance rating) show that water will come mainly from reservoir areas with less flow resistance in the porous media (more permeability) 6 Conventional Gravel Pack vs. ICD Gravel Pack – Well Design Typical Architecture for Horizontal Open Hole Gravel Pack Wells with standard screens 5-1/2” Standard Screens 2.71 SG Proppant Bull Plug GP Packer Typical Architecture for Horizontal Open Hole Gravel Pack Wells with ICD screens Bull Plug © 2014 Baker Hughes Incorporated. All Rights Reserved. GP Packer 5-1/2” ICD Screens LWP 1.75 SG Proppant 5-1/2” Standard Screen Sliding Sleeve 7 Challenges ICD screens restrict fluid from entering the screens/washpipe annulus resulting in a lower alpha dune height © 2014 Baker Hughes Incorporated. All Rights Reserved. Pumping rate during beta wave placement must be slowly reduced to stay below fracture pressure 8 Hookup for Gravel Packing with ICD Screen OHGP Crossover Tool AntiSwabbing LBHP Tool Shifting Tool © 2014 Baker Hughes Incorporated. All Rights Reserved. Indicator Couplings 9 Indicating Collet Fluid Loss Control Valve Perforated Tubing EQUALIZER Screen 2-Way Shifting Tool Sliding Sleeve Configuration During Gravel Packing Washpipe EQUALIZER Screen Crossover Sub Double Pin Sub Perforated Tube Sliding Sleeve Premium Screen © 2014 Baker Hughes Incorporated. All Rights Reserved. Shifting Tool Bull Plug 10 Bull Plug Configuration During Production EQUALIZER Screen Double Pin Sub © 2014 Baker Hughes Incorporated. All Rights Reserved. Sliding Sleeve Bull Plug 11 Premium Screen Bull Plug Challenges - The Proppant Selection Select the correct proppant to be transported at low rates without settling Statoil Brazil, Well B-24 (EQ Select 6.4 FRR, 20/40 LiteProp175, 5500 psi FP) Statoil Brazil, Well B-24 (EQ Select 6.4 FRR, 16/20 Carbolite, 5500 psi FP) 2000 2000 Q, BPM = Q, BPM = 5.49 1800 1800 1600 1600 Stop Proppant feeding when beta wave is about 600ft of heel 1400 1400 1200 1200 STP-alpha 1000 STP-beta STP-frac STP, psi STP, psi Stop Proppant feeding when beta wave is about 800ft of heel © 2014 Baker Hughes Incorporated. All Rights Reserved. 5.00 ICD Screen: TRUE ICD Screen: TRUE 12 Ver 06-12-2012 Lateral Length STP x Lateral lengthSTP (ft)vs.for 1.75 SG proppant Ver 06-12-2012 STP vs. (ft) Lateral STP x Lateral length forLength 2.71 SG proppant STP-alpha 1000 STP-beta STP-frac 800 800 600 600 400 400 200 200 0 0 0 500 1000 1500 2000 Lateral Length, ft 2500 3000 3500 0 500 1000 1500 2000 Lateral Length, ft 2500 3000 3500 Challenges - The Proppant Selection ▪ Regular shape – good roundness and sphericity; ULW-175 ULW-125 SG = range from 1.75 to 1.90 Bulk density = range from 70 to 72 lb/ft3 Stress environments as high as 8,000 psi © 2014 Baker Hughes Incorporated. All Rights Reserved. Yields 35% less weight than regular ceramic 13 ULW-108 Challenges – The HorizontalSimulation Gravel Packing Design Criteria Statoil Brazil, Well B-24 (EQ Select 6.4 FRR, 20/40 LiteProp175, 5500 psi FP) 4500 Ver 06-12-2012 0.95 ICD Screen: TRUE 0.90 Centralized: FALSE Fluid Return Ratio = 0.95 Hole Angle, deg. = 90 Hole Dia., in = 8.9 Screen OD/ID, in = 6.3, 5.082 Wash Pipe OD, in = 4 Roughness, in = 0.01 Fluid Vis., cps = 1.2 Fluid Dens., ppg = 9.7 Mix Ratio, ppga = 1 Gravel Dia., in = 0.027 3500 © 2014 Baker Hughes Incorporated. All Rights Reserved. Pump Pressure, psi 3000 0.80 2500 0.75 2000 0.70 1500 0.65 1000 0.60 500 0.55 0 0.0 2.0 4.0 Ppump-alpha at bottom 14 0.85 6.0 Pump Rate, BPM Ppump-beta at TOS Ppump-Frac 8.0 10.0 Dune/Hole Ratio 0.50 12.0 Dune Height/Hole Diameter Ratio 4000 Gravel pack design software which takes in to account the large increase in pressure drop during beta wave placement Challenges – The Simulation © 2014 Baker Hughes Incorporated. All Rights Reserved. Open Hole Horizontal Gravel Packing Statoil Brazil, Well B-24 (EQ Select 6.4 FRR, 20/40 LiteProp175, 5500 psi FP) ICD Screen: TRUE Estimate Pump Time and Amount of Proppant Pumped Tubular Volume above Packer, ft³ 1286.62 Dune/Hole Ratio Pump Rate, BPM Return Rate, BPM 0.74 5.00 4.75 0.65 7.68 7.30 0.70 6.37 6.05 0.74 5.00 4.75 0.80 3.16 3.00 Alpha Pressure, psi Beta Pressure, psi Frac Pressure, psi 369 182547 1706 929 431141 2028 623 296282 1854 369 182547 1706 132 72669 1563 Alpha Time Beta Time 163.72 110.14 74.57 101.53 108.48 105.20 163.72 110.14 317.06 120.16 Time for proppant to reach Packer, min Time at end of Alpha, min Time at end of Beta, min 45.81 209.53 319.67 29.82 104.40 205.93 35.97 144.45 249.66 45.81 209.53 319.67 72.53 389.58 509.75 Proppant amount below Packer, lbs Proppant amount at Screen-out, lbs 54201 63268 53535 62601 53861 62928 54201 63268 54659 63726 Minimum Rate to prevent duning in Worstring Workstring Number 1 Workstring ID, in 4.778 Transport Rate in WS (Horizontal), BPM 7.12 Maximum deviation angle, degree 75 Correction Factor (for angle > 45°) 0.6707 Transport Rate in WS, BPM 4.78 Minimum Rate to prevent duning, BPM 4.78 2 4.778 7.12 75 0.6707 4.78 3 4.778 7.12 75 0.6707 4.78 4 4.778 7.12 75 0.6707 4.78 5 4.778 7.12 75 0.6707 4.78 Minimum Rate to prevent premature sandout Pump Rate to yield 0.83 Dune/Hole ratio, BPM 2.81 Recommended Minimum Rate during Alpha-wave Placement: 15 4.78 Challenges – The Simulation STP vs. Time 2000 7.0 1800 6.0 1600 STP, psi 1200 4.0 1000 3.0 800 600 2.0 400 1.0 200 © 2014 Baker Hughes Incorporated. All Rights Reserved. 0 0.0 0 50 100 150 200 250 300 Time, min STP 16 STP_Frac PR RetRate 350 400 Rate, BPM 5.0 1400 © 2014 Baker Hughes Incorporated. All Rights Reserved. Case History # 1 – General Data 17 Field Peregrino Water Depth 400ft Last Casing 9-5/8” @ 10,397/7,600ft MD/TVD Open Hole 8-1/2” @ 15,101 ft MD Horizontal Pay Zone 10,394ft – 15,101ft MD Formation Unconsolidated Sandstone Reservoir Permeability 5,800 mD Reservoir Porosity 28% Fracture Gradient 0.66 psi/ft Gravel Pack Fluid 9.7 ppg NaCl Brine Workstring 5-1/2” OD, 4.778” ID, 21.90lb/ft Blank Pipe 5-1/2” OD, 4.89” ID, 13%Cr, 17lb/ft Screen 5-1/2” EQUALIZER SELECT 6.4FRR Washpipe 4” Hydril 511, P-110, 11.6lb/ft, 3.380” ID Average Caliper Simulated 8.9” (simulated) © 2014 Baker Hughes Incorporated. All Rights Reserved. Case History # 1 – Circulation Test, GP Design and Simulation 18 Pump Rate (bpm) Return Rate (bpm) Pressure (psi) % Return 2.0 2.0 204 100.0 4.0 4.0 530 100.0 5.0 5.0 736 100.0 6.0 6.0 1030 100.0 © 2014 Baker Hughes Incorporated. All Rights Reserved. Case History # 1 – Gravel Pack Pumping Job Parameters 19 © 2014 Baker Hughes Incorporated. All Rights Reserved. Case History # 2 – General Data 20 Field Peregrino Water Depth 400ft Last Casing 9-5/8” @ 10,141/7,692ft MD/TVD Open Hole 8-1/2” @ 13,422ft MD Horizontal Pay Zone 10,141ft – 13,422ft (3,281ft MD) Formation Unconsolidated Sandstone Reservoir Permeability 5,800 mD Reservoir Porosity 28% Fracture Gradient 0.71psi/ft Gravel Pack Fluid 9.7 ppg NaCl Brine Workstring 5-1/2” OD, 4.778” ID, 21.90lb/ft Blank Pipe 5-1/2” OD, 4.89” ID, 13%Cr, 17lb/ft Screen 5-1/2” EQUALIZER SELECT 6.4FRR Washpipe 4” Hydril 511, P-110, 11.6lb/ft, 3.380” ID Average Caliper Simulated 8.9” (simulated) © 2014 Baker Hughes Incorporated. All Rights Reserved. Case History # 2 – Circulation Test, GP Design and Simulation 21 Pump Rate (bpm) Return Rate (bpm) Pressure (psi) % Return 2.0 2.0 204 100.0 4.0 4.0 530 100.0 5.0 5.0 736 100.0 6.0 6.0 1030 100.0 © 2014 Baker Hughes Incorporated. All Rights Reserved. Case History # 2 – Gravel Pack Pumping Job Parameters 22 Case History #2 (Field Data vs. Post-Job Simulation Data) Average OH Diameter in Post-Job Simulation was based on the Amount of Proppant in Pumping Data Field Pumping Data Post-Job Simulation Data B-24 OHGP Pumping Data 12 Feb 2013 1800 STP vs. Time 9 Statoil Brazil, Well B-24 (9.6OH, EQ Select 6.4 FRR, 20/40 LP175, ProppantCF = 1.25, FG=0.715) 2000 10.0 © 2014 Baker Hughes Incorporated. All Rights Reserved. 7 1200 6 1000 5 Start of Beta Wave 800 4 Start of Alpha Wave 600 3 400 2 200 1 1800 9.0 1600 8.0 1400 7.0 1200 6.0 1000 5.0 800 4.0 600 3.0 400 2.0 200 1.0 0 0.0 0 0 50 100 0 0 50 100 150 200 250 300 350 150 200 250 300 350 Time, min 400 Elapsed Time, min STP 23 Pump Rate RetRate MR DH_MR STP STP_Frac PR RetRate 400 Rate, BPM 1400 STP, psi 8 Flow Rate, BPM | MR, ppa Pressure, psi 1600 Case History #2 (Post-job Simulation and Actual Pumping Data) SUMMARY Average Open Hole Diameter, in ProppantCF in Simulation © 2014 Baker Hughes Incorporated. All Rights Reserved. Pump Rate during Alpha, BPM Pump Rate at end of Beta, BPM Average Mix Ratio, ppa DHR STP Beginning, psi STP_Slurry at Packer, psi STP_ Alpha at Bottom, psi STP_Beta @ TOS, psi Start Time, minutes Time for proppant to reach Packer, minutes Alpha Time, minutes Beta Time, minutes Total GP Time (min) Proppant amount in Alpha dune, lbs Proppant amount in Beta wave, lbs Proppant amount below Packer, lbs Proppant amount at Screen-out, lbs Proppant amount above Packer, lbs Annulus Filled_Alpha Annulus Filled_Beta Clean Fluid Volume, bbls Comment 24 9.6 1.25 Simulation 6.10 2.5 1 0.743 618 536 638 1823* 0 36.95 191.96 139.07 367.98 46304 24575 70879 79792 8913 65.33% 34.67% 1900 Simulation at constant Mix Ratio. Est STP = 1823 psi if shut dow n after pumping 78641 lbs proppant (98.6% of total proppant amount and Beta w ave w as at ~ 150 ft of top of screen) Actual 6.1 2.5 1 0.7 603 564 560 1610 0 36.5 164.18 161.18 361.86 40300 29403 69703 77299 7596 57.82% 42.18% 1870 Cut proppant w hen pump rate is at and below 3 BPM. No proppant during the last 10 minutes of pumping. Conclusion ▪ Peregrino Field – unconsolidated sandstone reservoir demanding sand control techniques ▪ Two GP jobs successful performed using ICD completion – pioneer introduction of this technology in offshore Brazil Typical completion architecture include ICD screens and a single joint of standard premium screen at the toe enabling fluid return © 2014 Baker Hughes Incorporated. All Rights Reserved. ▪ Special strategy to address the challenges: special software to job design, Lightweight proppant and experience of GOM operations 25 © 2014 Baker Hughes Incorporated. All Rights Reserved. Thank you Very Much! Questions? 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