Brines and Other Workover Fluids
Transcription
Brines and Other Workover Fluids
Brines and Other Workover Fluids • • • • • • • • Purposes Selection Filtration needs Placement Fluid Loss Control Cleanup and Displacement of Muds Limitations Alternatives 3/14/2009 George E. King Engineering GEKEngineering.com 1 Purposes of Brines 1. Mud displacement prior to cementing, 2. Debris removal, 3. Controlling formation pressures during completion and intervention operations, 4. Enabling repair operations as a circulating or kill fluid medium, 5. As packer fluids, 3/14/2009 George E. King Engineering GEKEngineering.com 2 Purposes of Brines (cont.) 6. In some stimulations as base fluids; 7. Enable cleanup of the zone prior to running screens; 8. Reduce friction while running screens & equipment; 9. Avoid damaging the well after completion, stimulation, or repair; 10. Allow other well operations to be conducted. 3/14/2009 George E. King Engineering GEKEngineering.com 3 Will Circulating a Well Really Clean It Out? • Not necessarily. • Clean-out efficiency depends on: – Ability to remove the solids from returning fluids, – Fluid hydraulics - the flow rates in every section, – Ability to disperse, then lift solids out of the well, – Ability to effectively remove the dope, mud cake, residues, etc., from the pipe walls. 3/14/2009 George E. King Engineering GEKEngineering.com 4 Returns from a cleanout scraper run – dope, wireline grease, rust, mud, etc., are common components. 3/14/2009 George E. King Engineering GEKEngineering.com 5 Selection of the Brine • Must Satisfy: 1. Well control at every phase of the operation. 2. Must be able to filter the brine to 5 to 10 microns with beta of 1000. 3. Compatibility with the formation, well equipment and all operations and fluids. 4. Corrosion and scale dropout must be controllable. 5. Cleanup requirements from the formation 6. Cleanup and disposal requirements at the surface 7. Cost and availability to fit the well. 3/14/2009 George E. King Engineering GEKEngineering.com 6 Brine Types and Respective Density Ranges Brine Type Chloride Salt Chloride Salt Chloride Salt Bromide Salt Mix Formate Salt Formate Salt Formate Salt Formate Salt Formate Salt Chloride Salt Bromide Salt Mix Bromide Salt Mix 3/14/2009 Mix Brine Formula Density Range (ppg) NaCl 8.4 - 10.0 KCl 8.4 - 9.7 NH4Cl 8.4 - 8.9 NaBr 8.4 - 12.7 NaCl/NaBr 8.4 - 12.5 NaHCO2 8.4 - 11.1 KHCO2 8.4 - 13.3 CsHCO2 13.0 - 20.0 KHCO2/CsHCO2 13.0 - 20.0 NaHCO2/KHCO2 8.4 - 13.1 CaCl2 8.4 - 11.3 CaBr2 8.4 - 15.3 CaCl2/CaBr2 8.4 - 15.1 World Oil, Modern Sand ZnBr2 12.0 - 21.0 Face Completion, 2003 ZnBr2/CaBr2 12.0 - 19.2 George E. King Engineering 7 GEKEngineering.com ZnBr2/CaBr2/CaCl2 12.0 - 19.1 Lower Density Fluids Nitrogen gas water foam kerosene and diesel 20o crude 30o crude 0.1 to 2.6 lb/gal 3.5 to 8.3 lb/gal 6.7 to 7.1 lb/gal 7.8 lb/gal 7.3 lb/gal Most low density fluids are not be usable because of migration, flash point, or stability issues. 3/14/2009 George E. King Engineering GEKEngineering.com 8 Displacement and Pill Design • The displacement must be designed to obtain effective mud removal (dispersement and lift) & water wetting of casing. • Keys: – disperse and thin the drilling fluid – compatibility with the following fluids (brine, acid, cement, etc. – lift out debris and junk – water wet pipe – remove pipe dope effectively – displace the mud 3/14/2009 George E. King Engineering GEKEngineering.com Source: Wellcert 9 Brines for Displacement 1. A thinning base fluid flush. 2. An effective brine transition system must further thin and strip the mud and create wellbore displacement. 3. A carrier spacer must sweep out the solids and clean any coating from the pipe or rock that could cause damage problems. 4. A separation spacer must do the final cleaning and separate the residual mud from the brine. 5. The brine must sweep the spacer out. At this point the well should be clean. 3/14/2009 George E. King Engineering GEKEngineering.com 10 Cleaning and Transition Spacers Spacer Type Function Minimum Annulus Coverage WBM OBM Base Fluid Thin & mud condition – start dispersement 250 to 500 ft Water, and some brines Base oil (composition varies) Transition Mud to spacer, 500 to 1000’ cuttings removal Viscous pill Viscous Pill Wash Clean pipe 500 to 1500’ Water+ WBM surfactant Oil + OBM surfactant Separation Separate wash from completion brine 500 to 1000’ Viscous pill Surfactant gel? Some water gels if compat. Completion Fluid Completion fluid Fill Completion Fluid Completion Fluid 3/14/2009 George E. King Engineering GEKEngineering.com 11 Brine Flush Contact Times 9-5/8” casing in 12-1/4” hole, annular area = 0.3 ft2 Pump Rate, bpm Annular Velocity, ft/min Barrels Pumped Column Length, ft Contact Time, minutes on one foot. 8 150 200 3743 25 10 187 400 7486 40 12 225 400 7486 33 3/14/2009 George E. King Engineering GEKEngineering.com 12 Flow profile in a well with decentralized pipe. Note That most of the flow comes along the top of the pipe. This affects cleanup and residence time of the fluid on the wellbore. The lower section of the wellbore may remain buried in cuttings and never have contact with any of the circulated fluids. Major flow area 3/14/2009 George E. King Engineering GEKEngineering.com 13 Displacement of the annulus to displace fluids and mud cake depends partly on velocity. The annulus changes as casing replaces the drill string. As the annular space decreases – velocity for any rate increases in the smaller area and the back pressure on the bottom hole may also increase. Circulating down the casing and up the small annulus can produce very high friction pressure and raised BHP. 3/14/2009 George E. King Engineering GEKEngineering.com 14 Displacement Considerations • Well control is key consideration in selection of the pill sequence. • In many cases, it is only possible to get thin, light fluids into turbulence • Pumping fluids to displace oil based fluids without suitable surfactant/solvent packages to disperse the mud can result in sludges that are insoluble except in aggressive solvents • For deepwater wells, low temperatures can impact surfactant effectiveness 3/14/2009 George E. King Engineering GEKEngineering.com 15 Carrying Capacity • Pills in turbulence lose carrying capacity if the annular velocity drops below that required for turbulence (e.g. entering larger diameter pipe such as a riser) • In high mud weight, the risk of inducing barite sag needs to be considered if mud is thinned (displacement pills thin the mud to the point it can no longer support barite) 3/14/2009 George E. King Engineering GEKEngineering.com 16 LEARNING • As depth and hole angle increase, the minimum pill volume (based on largest annular hole length) should increase to allow for contamination, e.g.: – If MD < twice TVD, annular fill length > 80 m (260 ft), – If MD > twice TVD, annular fill length > 125 m (410 ft), • Contact time (the time that critical points in the well are exposed to the pill) depends on reaction of surfactant/solvent to mud. For surfactant pills, plan for contact times of greater than 4 minutes for best results. 3/14/2009 George E. King Engineering GEKEngineering.com 17 BEST PRACTICES AND DESIGN CRITERIA • Good mud thinning fluid is continuous phase of the mud: – for water based mud pumping 50 bbl (8m3) of water as the first displacement pill will effectively thin mud, – 50 bbl (8m3) of the mud base fluid can be pumped in the case of oil based muds. (check oil compatibility) • Before any displacement, the compatibly of the spacers with the mud and the ability to water wet steel surfaces should be checked at ambient and bottom hole temp to confirm compatibility. • In deep water, tests at lower temperature will be needed 3/14/2009 George E. King Engineering GEKEngineering.com 18 BEST PRACTICES AND DESIGN CRITERIA • All tests should be done on field mud samples to ensure mud is effectively sheared and has representative particles/cuttings • Water wetting surfactants are generally effective >3% vol/vol concentration, little additional benefit is obtained above 10%. • Solvents and mechanical or hydraulic agitation are required to remove sludges and pipe dope 3/14/2009 George E. King Engineering GEKEngineering.com 19 Displacement • Displacement of mud from an annulus is complex. The main driving forces: – time of contact – flow rate and frictional forces – density – mechanical agitation – pipe centralization 3/14/2009 George E. King Engineering GEKEngineering.com 20 RISKS AND ISSUES • Fluid Interface area increases w/ hole angle • In deviated wells the eccentricity of the displacement string may reduce displacement. Pipe rotation and/or reciprocation is needed. • At low temperature (<40oC/104oF), OBM is very viscous ( synthetic based muds are worst), circulating to warm the annular contents reduces the problem. 3/14/2009 George E. King Engineering GEKEngineering.com 21 RISKS AND ISSUES • High circulation rates may be better (even in laminar flow), they reduce the boundary layer thickness on the casing wall. (Watch wash-out potential of soft sands) • Turbulence is best, flow rate must be calculated allowing for pipe eccentricity. A complete wellbore hydraulics check is necessary. • High rates (300 ft/min?) may reduce the fluff (80% of the outer layer of the filter cake that does not contribute to fluid loss control); sharply reducing the amount of solids in the well without reducing fluid loss control. 3/14/2009 George E. King Engineering GEKEngineering.com 22 BEST PRACTICES AND DESIGN CRITERIA • High flow rates will always be better even if turbulence cannot be achieved • Pipe movement will improve displacement efficiency. • Multi-function circulating subs should be used, currently the best tools open by setting weight down, incorporating a clutch mechanism to allow rotation. • Do not stop displacement once pills enter the annulus • Circulate to warm mud and fine up shakers (increase screen mesh number) to reduce particles in the fluid when possible, condition mud (reduce rheology). • Use reverse circulation if possible when displacing with lighter fluids. 3/14/2009 George E. King Engineering GEKEngineering.com 23 Muds, Cakes, Breakers and Particles • Drilling mud is the best known particulate based fluid loss control system. • Particles are sized to bridge on the face of the formation. Carbonate and salt are most common. • Breakers are acid, oxidizers and enzymes. • Filter cakes very effective in preventing losses as long as over-balance pressure is maintained. • Cakes are very sensitive to swabbing, but are never completely removed.. • Tool systems sensitive to plugging by particulates. 3/14/2009 George E. King Engineering GEKEngineering.com 24 Particles – Damage? • “Dirty” particles, unsized particles, debris and pipe dope are severe formation damage problems. • Protecting the perforations with the right particles during a workover improves chances of well improvement afterwards. • The type of carrier fluid and the gels are v. important Clear (no particles) brines are not always best solution 3/14/2009 George E. King Engineering GEKEngineering.com 25 Particulate Pill Displacement • A spacer or displacement pill for displacing a polymer system carring sized particulates should be 0.2 to 0.25 ppg heavier and about three times the low shear rate viscosity (at 0.06 sec-1) of the fluid being displaced. 3/14/2009 George E. King Engineering GEKEngineering.com 26 Data from a set of Alaska wells where the perforations were not protected during a workover. No protection shows significant long term damage. PI Change, Perfs Not Protected 1.1 2.1 3.1 11 6 18.9 -40 15 9 5 13 -20 3 0 1 % Change in PI 20 0.3 0.5 7 PI of Wells 40 Short Term PI Change Long Term PI Change -60 -80 -100 3/14/2009 George E. King Engineering GEKEngineering.com SPE 26042 27 When perfs were protected, that was little risk of long term damage. PI Change After Workover - Perfs Protected 50 PI of wells 40 % Change in PI 30 1.2 0.3 3.1 4.6 8.4 20 10 Short Term PI Change Long Term PI Change 0 -10 1 2 3 4 5 6 7 8 9 10 11 -20 -30 -40 3/14/2009 George E. King Engineering GEKEngineering.com SPE 26042 28 Sized particulates, particularly those that can be removed, are much less damaging than most polymers. Kill Pills: Summary of Overall Effectiveness in Non Fractured Wells 10 Sized Borate Salts (4) Cellulose Fibers (3) % Change in PI 5 HEC Pills No Pills 0 -5 1 -10 2 Sized Sodium Chloride (12) 3 4 5 No Near Perf Milling (8) 6 7 No Near Perf Milling (6) -15 Near Perf Milling or Scraping (3) -20 -25 3/14/2009 Near Perf Milling or Scraping (10) SPE 26042 George E. King Engineering GEKEngineering.com 29 Formation Damage by Gels • Gels – Linear gels not recommended for high overbalance or high permeability formations – too much depth of damage. – HEC is not always clean breaking. – Breaker selection is critical to removing the damage from a linear gel. 3/14/2009 George E. King Engineering GEKEngineering.com 30 Pill Vol. Required, bbl per ft of zone Linear HEC Pill needed per ft of zone, 80 lb/1000 gal or 3.36 ppb 3 2.5 2 1 Darcy 1.5 500 md 250 md 1 100 md 0.5 0 1000 750 500 Overbalance Pressure, psi 3/14/2009 George E. King Engineering GEKEngineering.com World Oil, Modern 250 Sandface Completion Practices, 2003 31 Fluid Loss Rate vs. Pressure Differential for Various Permeabilities 1 cp fluid, Loss Rate, bbl / hr / ft of zone height 6 s = +5 5 4 500 md 250 md 100 md 50md 3 2 1 0 0 3/14/2009 100 200 300 Overbalance Pressure, psi George E. King Engineering GEKEngineering.com 400 500 Modified from World Oil, Modern Sandface Completion Practices, 2003 32 Breaker • Breaker must stay with the part of the gel that causes the damage – penetrate to the distance that gel penetrates, or – stop at the wall – with the gel wall cake. • Breakers: – Acid, internal breaker, or enzyme – Many breakers adsorb or spend in the formation, before they work. 3/14/2009 George E. King Engineering GEKEngineering.com 33 Brine Stability • The stability of the brines at high salt loadings can be very “touchy” with temperature drops causing salt precipitation. • Increases in temperature decreases brine density and may leave the brine under-saturated to salt. • Additions of gas, alcohol, some surfactants, shear and reduction in temperature can lead to salt precipitation. • Salt may affect the way polymers hydrate or disperse. 3/14/2009 George E. King Engineering GEKEngineering.com 34 NaCl Brine Density Variance with Temperature 100o C 20oC 17 The reduction of brine density as it comes to equilibrium in the well may explain why a well can go from a no-flow condition to flow within a few hours after being killed. 16.8 Brine Density (lb/gal) 16.6 16.4 16.2 16 15.8 15.6 15.4 15.2 15 60 3/14/2009 110 160 210 GeorgeTemperature E. King Engineering GEKEngineering.com 260 (F) 310 360 35 SPE 12490 Temperature Changes GOM Seafloor Temperature Sea Floor Temperature, F 35 40 45 50 55 60 0 Water Depth, ft 2000 4000 6000 8000 10000 12000 14000 3/14/2009 George E. King Engineering GEKEngineering.comComposite data from DTC 36 Temperatures in the Well? Circulating or High Rate Injection? 30 40 50 60 70 80 90 100 110 120 130 0 30 40 50 60 70 80 90 100 110 120 130 0 Tubing Undisturbed Tbg Fluid 2000 Tbg Fluid 2000 Casing 1 Tubing Undisturbed Casing 1 4000 4000 6000 6000 8000 8000 10000 10000 BHST= 122*F 12000 BHST= 125*F 12000 14000 14000 BHTT= 86*F BHCT= 98*F 16000 16000 Circulation pump rate = 8-BPM 3/14/2009 18000 George E. King EngineeringFrac job pump rate = 35-BPM GEKEngineering.com 18000 37 Crystallization Temp Salt-Out or “Freezing” Temperature of a Brine Adding salt lowers freezing point of water until the point at which additional salt precipitates Eutectic Point Salt Content 3/14/2009 George E. King Engineering GEKEngineering.com 38 Composition Determines TCT (true crystallization temperature) Density (ppg)* 12.5 12.5 12.5 12.5 CaCl2 (wt %) 34.40 32.20 22.84 00.00 CaBr2 (wt %) 10.80 13.13 20.55 41.55 TCT (OF / OC) 60/ 15.5 44/ 6.7 15/ - 2.8 - 33/ - 36 *1.50 SG 3/14/2009 George E. King Engineering GEKEngineering.com 39 Density Change with Temp Change DDH = DS (1 + 0.000252 (TS - TDH)) What is downhole density (DDH) of a 16.4 lb/gal surface density (Ds) brine (60oF) when downhole temperature increases to 230oF? DDH = (16.4) (1 + 0.000252 (60-230) DDH = 15.7 lb/gal 3/14/2009 George E. King Engineering GEKEngineering.com Formula from OSCA 40 There is a slight increase in density with applied pressure, usually about 0.1 ppg. Brine Density Change with Pressure 2.4 Brine Density (g/cc) 2.2 ZnBr2/CaBr2 (19% /wt) ZnBr2/CaBr2/CaCl2 (37% /wt) CaBr2 (45% /wt) 2 1.8 1.6 NaBr (54% /wt) 1.4 CaCl2 (65% /wt) 1.2 NaCl (70% /wt) 1 Typical change was 0.0015 g/cc 0 3/14/2009 1000 2000 George E. King Engineering Pressure, psi GEKEngineering.com 3000 SPE 12490 41 Temperature and Pressure Effects on Completion Fluids Temp Expansion of Fluids Expansion Coef. Fluid System Diesel NaCl CaCl2 NaBr CaBr2 ZnBr2/CaBr2/CaCl2 ZnBr2/CaBr2 3/14/2009 Density, ppg 7 9.49 11.45 12.48 14.3 16.01 19.27 o 4 Pressure Effect on Fluids Compression Coef. o vol/vol/ Fx10 lb/gal/100 F 3.8 2.54 0.24 2.39 0.27 2.67 0.33 2.33 0.33 2.27 0.36 2.54 0.48 At 12,000 psi from 76F to 345F George E. King Engineering GEKEngineering.com o vol/vol/ Fx10 6 lb/gal/1000 psi 1.98 0.019 1.5 0.017 1.67 0.021 1.53 0.022 1.39 0.022 1.64 0.031 At 198F from 2,000 to 12,000 psi World Oil, Modern Sand Face Completion, 42 2003 Brine Selection – Circulating Density • • • • Match density needs on both static (ESD) needs, and circulating density (ECD) needs. Consider friction effects on BH press while circulating. Remember – brine must exert pressures in a window between controlling pore pressure or shale heaving and fracturing the formation. Brine density changes with temperature (can drop by >1 lb/gal) and a small increase with pressure (0.1 lb/gal). Carried solids add density to the brine – easily by 0.5 to 2+ lb/gal. 3/14/2009 George E. King Engineering GEKEngineering.com 43 Brines have small density changes due to temperature, pressure, and contamination; and larger density changes due to suspended solids. CaCl2 Brine in a 14,000 ft Wellbore in 8,000 ft Water Hydrostatic Pressure at TVD BH Pre ssure - (psi) ESD - (lb/gal) 11.35 Note: Fluid Density is Greater at the Mud line than at the Surface 11.45 0 11.50 4000 10000 True Vertical Depth - (ft) 4000 8000 6000 8000 10000 12000 12000 14000 14000 16000 10000 2000 2000 6000 5000 0 0 True Vertical Depth - (ft) 3/14/2009 Courtesy of MI-LLC 11.40 George E. King Engineering GEKEngineering.com ESD 16000 Pres s ure 44 Adding solids to any fluid, either at the surface or downhole increases it density. 0.5 to 2+ lb of solids are common in cleanout with circulated fluids. 3/14/2009 George E. King Engineering GEKEngineering.com 45 Completion Fluid - Checklist • • • • • • • • • Is the formation liquid sensitive to liquid relative permeability effects? Compatibility with formation? (clay and minerals) Compatibility with formation fluid? (emulsion, sludge, foam, froth) Tanks and surface equipment clean?(pumps, lines, hoses, blenders) Are polymers breakable? How is breaker added? Polymers, hydrated, sheared and filtered? Filter level? Beta rating? Minimize the pipe dope? Corrosion reactions understood? Erosion potential understood? 3/14/2009 George E. King Engineering GEKEngineering.com 46 Special Case - Horizontal Wells • Hole circulated to a large volume of fluid to stop losses. • Minimum amount of solids can be used where internal tool sticking is a possibility • Suspension of solids beyond 60o deviation is difficult. • Penetration to furthest reaches of the well is required – buckling considerations? • Very sensitive to swabbing. 3/14/2009 George E. King Engineering GEKEngineering.com 47 Filtration and Cleaning • Brine and ? (tanks, lines, pumps, etc.) • Pickle the tubulars? • NTU or particle count as a measure? How clean is clean? = Avg pore throat x 0.2? • Beta rating and micron rating important • Tank arrangement when filtering (from dirty tank to clean, not in a loop) • Filter type – DE or Cartridge (no resin coated cartridges) 3/14/2009 George E. King Engineering GEKEngineering.com 48 3/14/2009 George E. King Engineering GEKEngineering.com 49 Filtration Ratings • NTU - a turbidity indicator - can be mislead by natural color of water. An NTU of 20 to 30 is generally clean. • Nominal filter rating - estimate of the size of particle removed - don’t trust it. Filtration efficiency improves with bed build-up • Absolute filter rating - size of the holes in the filter. Filtration efficiency improves with bed build-up • Beta rating - a ratio of particles before filtration to after. A good measure of filter efficiency. • Suggestion – use a 5 to 10 micron rating with a beta rating of 1000 for most clear brine applications. 3/14/2009 George E. King Engineering GEKEngineering.com 50 Beta Rating • Beta = number of filter rating and larger size particles in dirty fluid divided by number of those particles in clean fluid. • Beta = 1000/1 = 1000 or 99.99% clean 3/14/2009 George E. King Engineering GEKEngineering.com 51 Filtration Considerations • Very clean fluids have high leakoff rates • Fluids with properly blended fluid loss control materials added after filtration have a better chance of cleanup than with the initial particles in the fluid. Particles must be sized to stop at the face of the formation. • All gelled fluids should be sheared and filtered – even the liquid polymer fluids. 3/14/2009 George E. King Engineering GEKEngineering.com 52 3/14/2009 George E. King Engineering GEKEngineering.com 53 Microgels or “fisheyes” after straining liquid HECfiltered dispersion a 200 mesh screen in a Solid polymer lumps or “Fisheyes” andamicrogels fromthrough liquid HEC polymer. shear and filter operation for gravel pack fluid preparation. 3/14/2009 George E. King Engineering GEKEngineering.com 54 Scrapers and Brushes – Physically Cleaning the Well • Available tools • Damage potential 3/14/2009 George E. King Engineering GEKEngineering.com 55 One very detrimental action was running a scraper prior to packer setting. The scraping and surging drives debris into unprotected perfs. Effect of Scraping or Milling Adjacent to Open Perforations 20 % Change in PI 10 Perfs not protected by LCM prior to scraping 0 -10 1 Perfs protected by 2 LCM -20 -30 -40 Short Term PI Change Long Term PI Change -50 -60 3/14/2009 SPE 26042 George E. King Engineering GEKEngineering.com 56 Casing Scraper – Designed to knock off perforation burrs, lips in tubing pins, cement and mud sheaths, scale, etc. It cleans the pipe before setting a packer or plug. The debris it turns loose from the pipe may damage the formation unless the pay is protected by a LCM or plug. 3/14/2009 George E. King Engineering GEKEngineering.com 57 3/14/2009 George E. King Engineering GEKEngineering.com 58 Placement Methods • Circulating – preferred – watch effective circulation density (friction pressures) • Spotting – watch density induced drift – 0.05 lb/gal difference can start density migration. • Bullheading - next to last resort. • Lubricating - last resort. • Consider coiled tubing for most accurate spotting and ability to circulate fluids into place with minimum contamination. • Remember that fluid density differences of even 0.05 lb/gal will start density segregation. 3/14/2009 George E. King Engineering GEKEngineering.com 59 Fluid Loss Control • Methods: viscosity, particulates, mechanical • Best method? – depends on application and options afterward. – Viscosity based methods often leave polymer debris – Particulates must be sized with small, medium and large particles to build a tight cake at the surface. Don’t use them in cased and perforated completions??? – Mechanical methods preferred, but not always practical. 3/14/2009 George E. King Engineering GEKEngineering.com 60 Fluid Loss Control Systems fluid (pumped) mechanical gels (linear and x-link) downhole valves plugs bridging particulates micron particles flappers (watch the throat size) resin particles ball checks larger mixed particles Removal methods? 3/14/2009 Removal methods? George E. King Engineering GEKEngineering.com 61 In the Formation / At the Formation Face (Not in Perf) • Gels – high vis. limits the fluid loss by pressure drop. – May not work in high perm (>0.5 darcy). – Temperature greatly affects performance. – Cleanup is a problem. • Particulates bridge at the formation face. Particulates are very effective in controlling fluid loss, but are also very sensitive to George E. King Engineering swabbing, dissolving in carrier fluids and must be sized for the formation pores 3/14/2009 62 and GEKEngineering.com natural fractures. Particulate Systems • Sized carbonates and salts are most common. Penetration depth = 0.125” (3mm) • Do not use in most perforated completions unless the perforations have been packed with gravel. • Gravel pack tools and tools with close clearances should not be exposed to particulate laden fluids. • Gel carriers for particulates still require breakers. 3/14/2009 George E. King Engineering GEKEngineering.com 63 Considerations for Fluid loss Control Selection BHT Formation sensitivity to treatment fluids Onshore / Offshore / Deepwater BHP Treatment/completion fluid types Rig cost per day Overbalance or underbalance Frequency and amount of surge/swab loads Rig equip available pumps, tanks, lines, Vertical and horizontal Formation sand permeability variations strength All tubular sizes in the flow path Formation sand size and pore throat size Sand production and presence of cavity Mobilization time available Production rate Producer or injector Regulations on use and disposal Produced fluid types Wellbore deviation George E. King Engineering through the pay GEKEngineering.com Natural or hydraulic fractures present 3/14/2009 64 SPE 54323 Areas for Fluid Loss Control • • • • • • • In formation matrix At the formation face Inside the perf tunnel On the fracture pack Inside the casing (on the perforation) On a sand-back plug In the gravel 3/14/2009 • • • • Inside the screen Above the screen or in the BHA Inside the tubing At the surface Each location requires different plug construction methods and removal considerations. George E. King Engineering GEKEngineering.com 65 Cleanup • Gel break and damage issues • Fluid imbibition effects • Other fluid unloading issues 3/14/2009 George E. King Engineering GEKEngineering.com 66 Cleanup • How to remove from the reservoir (through the fractures or the matrix). Is a surface/interfacial reduction surfactant needed? Is gas needed? Is the formation initially undersaturated to water (yes, it can and does happen). • From the wellbore – effective unloading is plagued by well deviation and low flow rates from small coiled tubing and other non rotating strings. 3/14/2009 George E. King Engineering GEKEngineering.com 67 Problems - unwanted foams during backflow • Foam is an emulsion where gas is the internal phase (mist is an emulsion with gas as external phase). Foams are used to unload brines – BUT the forms may cause a problem at the surface. • Foaming conditions – some oils (ppm conc. of C6-C9organic acids and alcohols) – diesel - (particularly bad and varies from lot to lot) – some acid additives (emulsifiers, salts, inhibitors) – XCD polymers (and others) • Look for and destroy the stabilizer to break the foam. 3/14/2009 George E. King Engineering GEKEngineering.com 68 Brine Tankage Required 1. 2. 3. 4. 5. 6. 7. 8. 9. Volume of prod. Casing – annulus & below packer? Displacement volume of work string Displacement volume of producing string including packers Volume of manifolds, lines, hoses and pumps Volume of transport tankage (usable) Volume of filtering system (all tanks, lines and pods) Volume of pill tank Pickle flush volume Spare volume for safe operation 3/14/2009 George E. King Engineering GEKEngineering.com 69 Special Topics • • • • • • • • Alternatives to a clear brine Gravel pack brines Brine handling and preparation Solids free gels Corrosion Hydrates Best Practice Learnings Toxicity 3/14/2009 George E. King Engineering GEKEngineering.com 70 Alternatives to a Clear Brine • Emulsions, Foams, Muds – Will it be stable? – What will stop fluid loss? – What will clean up or degrade? – What will damage least? – Can an oil be ever be used in a gas zone?? 3/14/2009 George E. King Engineering GEKEngineering.com 71 Is mud a viable kill fluid for high temp and high pressure wells? • How much perm damage does it cause? – Against the formation? – In the perforations? – In a naturally fractured formation? – Against a gravel pack or screen? • Is the damage reversible? – If you have high wellbore pressures, some of the mud damage is reversible - SOME! 3/14/2009 George E. King Engineering GEKEngineering.com 72 Fluids for Gravel/Frac Pack • Water - low viscosity brines, low molecular weight salts • HEC - high molecular weight, water soluble polymer, straight chain • Xanvis - high molecular wt bio polymer, water soluble. Branched chain, lower damage than HEC? 3/14/2009 George E. King Engineering GEKEngineering.com 73 Water • Advantages - no mixing, no breakers, high leakoff, easier to get turbulence • Disadvantages - low gravel carrying capacity (+/- 2 ppg), more fluid lost, compatibility problems? 3/14/2009 George E. King Engineering GEKEngineering.com 74 HEC • Advantages: mixes easily??? (still must shear and filter), easy to break??? (we’ve had problems here), commonly available • Disadvantages: lower leakoff rates, lower sand carrying capacity than bio-polymers 3/14/2009 George E. King Engineering GEKEngineering.com 75 XC • Advantages: shear thinning, higher leakoff, good carrying capacity • Disadvantages: said to wet some formations (anionic), x-links with calcium and iron (water composition more critical), harder to mix, breaks rapidly above 125oF ? 3/14/2009 George E. King Engineering GEKEngineering.com 76 Brine Handling and Preparation Min Filter Req Brines HEC XC 5 to 10 mu 10 mu 10mu Beta rating B=1000 B=10-100 B=10-100 Shear Req? N/A 2 bpm/1200 psi 2 bpm/600 Gravel Conc. 1-5 ppg 1-15 ppg 1-15 ppg Breaker N/A acid, enz, ox oxidizers Brine Compat? N/A <15.5 ppg KCl & NH4Cl Leakoff excellent fair good 3/14/2009 George E. King Engineering GEKEngineering.com 77 Solids Free Gels • • • • Surfactant gel Requires clay control (early problems) Breaks with oil Not perfect, but generally better than gels. 3/14/2009 George E. King Engineering GEKEngineering.com 78 Breakers for HEC-Gelled Brines Breaker BHT HCl 130 to 200F Ammonium hypochlorite 130 to 200F Enzymes below 130 F No Breaker Required? Above 200 F? 3/14/2009 George E. King Engineering GEKEngineering.com 79 Corrosivity • In oxygen free environment, CaCl2/CaBr brines exhibit very low corrosion rates if the pH is kept between 7 and 10. • Lime and magnesium oxide are used to increase the pH of the brines. • Use of sulfite oxygen scavengers in large concentrations can potentially cause CaSO4 precip. Use other methods. • Biocide may not be needed in more concentrated brines. 3/14/2009 George E. King Engineering GEKEngineering.com 80 Corrosion From Brines –example from Materials, Corrosion and Inspection: http://upstream.bpweb.bp.com/mci/default.asp Material General Corrosion Low Alloy Steel Y 13 Chrome Y Super Cr 13, etc. Y Pitting/Crevice Corrosion SSC CL SCC Relative Failure Risk Y Low Y Y Low/Med Y Y Y High Alloy 450 Y Y Y Med 17-4PH Y Y Y High Duplex Stainless Y Y Y High Austenitic Y Y High Super Austenitic Y Y Low Ni Alloys Y Y Low 3/14/2009 George E. King Engineering 81 HPHT Production Operations, March 16, 2005, EPTG, BP GEKEngineering.com 11 Hydrates and “Freezing” • Sea floor temperatures • Gas expansion cooling • Is the brine naturally hydrate formation resistant? • Is it tolerant of antifreeze? 3/14/2009 George E. King Engineering GEKEngineering.com 82 Dense Brines Inhibit Hydrates Hydrate inhibition by CaCl2 Brine 120.0 Hydrate Formation Temp °F 100.0 Hydrate equilibrium pressure for pure water calculated using 80.0 CSMHYD, VK 917 gas 15 kpsi 10 kpsi 5 kpsi 2.5 kpsi 60.0 40.0 Maybe Solvent Needed 20.0 Safe 0.0 8.3 8.5 8.7 8.9 9.1 9.3 9.5 9.7 9.9 10.1 10.3 10.5 10.7 10.9 11.1 11.3 11.5 11.7 -20.0 -40.0 3/14/2009 George E. King Engineering Brine Density lb/gal GEKEngineering.com 83 LEARNINGS • Proper disposal required for all chemicals. • Mixed displacement pills and mud have to be separated from the mud and packer fluid for disposal (zero discharge issues) • Brine/Water/Acid pumped without surfactants/solvents to displace oil muds (e.g. for an inflow test) prior to clean up can form sludges, these will not be broken down by subsequent clean up pills • Clean up pills containing surfactants can foam during mixing (particularly when put through a hopper) and during flowback. 3/14/2009 George E. King Engineering GEKEngineering.com 84 Viscosifier Learnings • XCD/ biozan are preferred for mixing viscous pills but do not work in calcium brines, • HEC will not support solids. • Polymers should be checked for suitability at the anticipated temperature (thermal thinning an issue particularly >135oC/275oF). 3/14/2009 George E. King Engineering GEKEngineering.com 85 LEARNING • The use of a circulating sub to allow high flow rates is recommended. • As steel surfaces water wet, pipe rotation may not be possible due to friction and displacement of solids becomes much more difficult. • Displacement must exceed solids settling rate and (e.g. 0.18 ft/sec for 40/60 mesh sand in water) not stop once pills are in the annulus. • Displacement optimized for smallest production casing ID can leave bypassed mud in larger OD’s for tapered casing strings. • Reverse circulation is most effective if packer fluid is lighter than mud (watch bridging potential) 3/14/2009 George E. King Engineering GEKEngineering.com 86 Many Brines are Sensitive to Temperature When Viscosified • Brine type sensitive – NaCl to ZnCl • Temperature sensitivity is also affected by concentration • Liquid vs. dry polymer makes a difference. 3/14/2009 George E. King Engineering GEKEngineering.com 87 Stability of Dry HEC in Socium Chloride 260 Precipitation, Separation or Lost Viscosity 240 Temperature, F Transition Zone 220 200 HEC Active and Soluble 180 160 140 8.6 3/14/2009 8.8 9 9.2 9.4 9.6 9.8 Sodium Chloride Density, ppg George E. King Engineering GEKEngineering.com 10 SPE 58728 10.2 88 Liquid HEC in Zinc Based Brines 260 240 Temperature, F 220 Transition Zone 200 180 HEC Active and Soluble 160 140 120 100 15 3/14/2009 16 17 18 George Brine E. King Engineering Zinc Density, ppg GEKEngineering.com 19 20 SPE 58728 89 Brief toxicity data for standard test organisms. Species Algae Invertibrates Fish 3/14/2009 SPE 27143 Acute Toxic Threshold Concentration (mg/l) Zinc Cesium Potassium Sodium bromide formate formate formate 0.32 1600 3700 2000 1.6 340 300 3900 ? 260 1700 6100 George E. King Engineering GEKEngineering.com 90