throbber

`
`
`
`E
`
`-‘-'~7W'l"-r<r‘
`
`g
`
`
`
`2
`
`
`
`m—nwugmnww“WM
`
`3 E E EEi
`
`
`
`SocEmgufFemwflannEQjmfiws
`
`SPE 18255
`
`insights into Hydraulic Fracturing 01‘ a Horizontai Wei! in a
`Naturaiéy Fractured Ffirmafien
`by AW. Layne, v.3, EDGE, and H.J. Shiwardane, West Virginia U.
`SP5 Membem
`
`
`
`
`A“.WWWMWWWWWWW
`
`Amwyml....mwummmi
`.3.MWM..NW”W3my.
`
`‘
`
`I'hls yaw! wag wwww is: grsssc-mau’or. a: the 63rd Annuai Team:in Canismnna and Exhibman oi the Sociaiy ar Pauuiaum Engineers new in
`Haufiém, 7X, acme: 53%; 11353.
`
`, M.fiw
`PE RE. 501 $313335:
`
`
`to be necassary'in farma— BfiCKGROUND
`Horizantal wells are thought
`{inns with lmwupermeability such as the Bevonian shales
`Recent investigatians at the 3.3. Departmant of
`ta increase natural gas recavery and tn reduce the
`Energy’s Horgautewa Energy Technalagy Center have
`risk of drilling a dry hole.
`In a horizontal well;
`the haze hale crasses multiple natural fracturfis ia,the addressed the yntantial hf horizontal wells :0
`reservair. Stimulation data Exam 3 2,000 ft (éegaé m)
`increase the gas recavary from lovaermeability
`harizontal well'drillad intn the Devnnian xhales in
`farmatious.
`A 2000 ft (699.6 m) borizental W811 was
`Wayné Cnunty, West Viiginia, was used in this studyu
`udrillefi inta the Bevonian shala formatian in Wayne
`
`Inflatable packers aufl fiasing port collars were used
`
`50 that indivifluzl zones cauld be tested or stimulacefi
`along tha wellbnren
`
`360unty, Wes: Virginia, he a measured length of 6,620 ft
`
`(1,835 m) and up :0 a true Vertical depth of 39403 ft
`(l993? m)(
`
`This paper focuses on an analyéis 6f hyfiraulic fratturfi'é schamatic 8f ta: well coatiguratian is Shawn in Fig"
`design and geometry pradictions for the above harizonr gaze I.
`The fracture spacing and lacatians of casing
`tal wall. Current hydraulic fracture modeling thenzies‘packété wera determined with a dawnhele video camera
`address failure mechanisms and the yropagation of a
`Eand geaphysical well logs.
`Seven zones were iswlated
`single crack frdm a vertical wellbareq These theazies Ealong the horizantal'aection, with external casing
`have been 3&3Pt6d t0 PtfidiCt the Presgurea flflw r3tfi,
`:yaakars and part :nllars as part nf thé casing strifig.
`anfi induced fracture gemmetry for each natural fracture'Ths part callaxs and packers were used to isclate
`intersected by the hydraulic fracturing fluifi in the
`éstimulatien intervalg with existing perforations.
`harizontal wellbore.
`A tubing/annulus flow model was
`iFraQCuting fluids wete injectefi thraugh tha part calm
`cvuyled with a hyfiraulic fracture model that pradicts
`“lars into the wellbare tubing and annulug ta pressurize
`the threevdimeusional geometry of multiple natural
`the natural fracture system” Stimulatious were Perm
`fractflras propagating from a horizontal well” Addi“
`iatmad in Zane I (see Figure 2) with nitrogen, cafibon
`Eianally, a clased—form solution was devalapad to 9:3“ dicxida, and sandnladen nitrcgen {aam ta determine
`dict thé pres$ure and flew rate distributien slang the
`{kc mast effective fracturing fluifi Eat
`the shale
`lateral extent of the wallhoreA
`‘
`fazmation.
`
`
`
`Eli‘fi'flfflfils’l’fl'
`
`References
`
`
`
`
`E illustrétions at enéwéEUyayer,
`
`Prefiieted results wera compared with in situ fracture
`diagnostics from gas (nitrogen and C02} and foam stimum
`Tfla abjective 0f this study an a horizcntal wellbore
`latiou treatments. Radiaactive—tracax with spectr81~
`was he determine the recovery sffectiveness cf the
`333mma—tay logging coafirmeé that bath fluid pressuré
`natural fractura system and the impact af stimulating
`land attess perpefiéicular ta the fracture affect the
`wall by hyflraulic fracturing. Fiva stimulatiuns
`linjeatian flaw rate distributiaa alang the wallborea
`been perfurmed. Multiple fractures were groyan
`EBoth cf these factors were used as governing machanisms A
`§far fracture geometry preflictinns in the simulation
`gateé simultanecufily during these stimulatian treat“
`
`Emofielu Preditvicus basad on these mo&als and traccx
`cents.
`Tha wall was drilled in the direction 0f the
`Elags canfirm that the Singla crack theory fut fracture
`gimimum grinciyal stress and tahogonal to the mafia:
`{propagation is not a§plifl3ble far stimulations that
`éracture ayatfim in the resarvoir,
`Six natural fracture
`
`are initiated along an isolatad part of a horizantal
`zrlmqtatigns were iflentified with the downhale viaeo
`iboreholfi.
`' mara and gaaphysiaal well lags.i Figura 2 deyicts
`via natural fracture pattern and orientaticns in
`when highmpressure Eluid was pumyed fiawn the
`
`any? 3374151122; 435 the will,
`-:; Exam ~ “my”
`
`
`
`
`
`Ex. 2076
`
`IPR2016-01496
`
`1 of 12
`1of12
`
`DEFINV00008252
`
`

`

`
`
`mmmW—W-W-m-
`2
`INSIGHTS TO HYDRfifiLIC FRACTERING OF A EORTZONTAL WELL IN A NATURALLY FRACTURED FORMATIGN
`
`SYE 18255
`
`gftactuzes were enlargedd Actual breakdown of the shale
`Emay not have cccurred: but fluid 1cok~off and cuhge~
`gquent Expansifln of the existing fracture system took
`Eplace.
`The objectives of the treatments were (1) to
`their nuiher and location,
`(3) ta identify the most
`effective treatment design, and (4)
`to investigate th
`influence of propping agents on fracture efficiency in
`a low stress area.
`
`iinducpmultiplehydraulicfractures, {2)
`
`todetermine
`
`Field experiments éetermiaed the effects of fluid type,
`injection rate, fluid volume, and bottamchole treating
`pressure on stimulation performance. Several stimu1a~
`tion issues were investigated:
`(1} the number of
`natural fractures that can be propagated simultane-
`ously,
`(Z)
`the need for a proppant to sustain high con“
`ductivity aiter stimulation,
`(3) the impact of fracture
`“characteristics on fluid interaction ané propagation,
`and (d) the selection of the best fracture diagnostic
`system to detect fluifi 1055 along the wellbore Casing.
`
`% 2
`
`(11.53 cm) casing with an annulus of 2.2uio (5459 cm)
`tubing.
`
`During the injection at 12 barrels per minute {bpm}
`(1.?2 mzym), 10dine~131 isotope traccr was included
`while Scandium~46 isatmpe tracer was included during
`the higher injection rate of 20 hpm (3.29 mgym).
`The
`maximum surface pressure was 2,642 psi (18,216 kPa),
`when the injection rate reached 20,? bpm (3.31 m3pm).
`The first 290 bbl
`(31.79 m3) of liquid carbon dioxide
`were injected at 12 bpm [1.92 mgym), while the last
`400 bhl (63.5? ms} were injected at a rate of 20 bgm
`(3.2 mspm).
`The well was opened to flow back 5 hours
`after the job wafi completed.
`Thc recorded treatment
`rate: and battummhnle pressuzes for Stimulation I are
`shown in Figures 3 and 4.
`
`Stimulation Treatment II
`
`a car“
`Stimulation :1 consisted of a hybrid treatment:
`bon dioxide pad followed by a Saud~laden, afivquality,
`nitrogen foam treatment whexc the liquid phase canw
`sistefl of 7¢5 peccemt methanol and water. Thc hybrié
`treatment was selectefi since results of previous stimuwg
`lotions indicated that carbon dioxide is the preferred
`base fluid for this shale formation.
`Since information
`on the sand Carrying characteristics of carbon dioxide
`foam is sparse, nitrogen foam was used as the Proppant
`transport fluié.
`The injcctiun rates aué computed
`bottom"hole presénre for Stimulation II are ghown
`in Figures 5 and 6. Phase I consisted of 11% bbi
`(450.5 2) of a carbon fiicxide prepad that was pumped
`at a rate of 3 bpm {Akg m3pm).
`Phase II cofisisted of
`7,00G gal
`(Zfi,498 i) of an 85-quality nitrogen foam
`ipad icjacted at 10 bpm (1.6 mzpm}; aufi Fhacc III ecuw ‘
`sisted of four stages of Efiuquality nitrogen foam
`3
`laden with %.5 to 2.0 lblgal {.95 Kg/E to .Zé Kg/fi)
`i
`20f ZGIQG mesh oand.
`The wail started taking finifi at
`=
`
`E
`‘
`
`3 i1
`
`‘
`
`770psi (5,309kPa) andthesutfatepressureincreasefi
`
`Tun
`slowly to a maximum of 1,839 psi (12,755 kPa)!
`radioactivc traccrs were used. Antimony~12é was injac“
`ted into the foam pad and Iridiumulgz pellets were
`injected into the prcppznt.
`A spectral gamma ray tool
`:was pumped down with nitrogen in the airvfilled toxin
`zontal welibare ta measure the tracer distribution
`‘along the casing annulus.
`
`
`§§§r§cteristics of Eatural Eracturag
`
`iThe field experiments inflicated that the most effective
`ifracture oesign consisted of a hybrid treatment with a
`'carhcn dioxide pad and a high quality nitrogen foam as
`
`the fiend transport fluid. This prevented screenout and
`jformatiufl fiamagc while maintaining post~stimuiation
`ifractura conductivity.
` _This
`paper focuses on the prediction of multiple frat“
`geometries with two hydraulic iracture models that
`Etute
`been adapted for a horizontal well. Measured data
`{have
`Efrem two of the stimulations performed in Zone 1 were
`Eused to compute fluifi flow and pressure distributions
`Ealoug the wallbore. Fracture geometries wcxe predicted
`Ewith these boundary conditions at the wellborei
`Ihese
`Epredictiong provifie insight into the performance of a
`Ehydraulic fracturing treatment in a horizontal well,
`Eand these prefiictious could be used in future stimuiaw
`itiou designs.
`
`Egézéiififzalgéiica
`
`'Four primary sets of data are required ta predict the
`:geometry of a single, planar, hydraulic fracture in a
`vertical wall:
`(1) fluid type, injection volume, and
`rate; {2) rock mechanical properties; {3} prappant
`characteristics and treatment schedule; and (&) reser“
`voir gtaperties. Additimnal flata sets are necessary to
`predict the fracture geometry in a horizontal wall:
`(1) the number of natural fractures accepting fluid;
`and {2} natural fracture characteristics such as orien—
`tation, extent, spacing, and vertical displacement
`‘between each fracture. Mechanical and formation flow
`properties ufied in the prescnt prefiictiou are given in
`Table 1.
`The formation properties were measured from
`cell 5028 samples,1 and the mechanical properties of
`the shale are typical measured values for fievouian
`‘shales.
`The fluifl rheological properties were taken
`from available literature‘2’3
`
`iFracture characteristics required to prefiict the geome~
`tries are depicted in Figure 2 and listed ic Tabla 2.
`Eracture spacing is indicateé as the measured distance
`between groups of natural fractures, Vertical dis~
`placement, which io indicatcd as fih, is the change in
`wallbore depth between fiiscrete fractures,
`The range
`in orientation of fractures for this well is N22°E
`to wasaw with N52°E being the directiou of maximum
`principal horizontal stress in the reservoir, or the
`preferred orientation for an induced vertical hydro“
`fracture.
`In Zone 1,
`the primary groups of fractures
`ficonsisted of N5?°E cud K6?°E orientations. These two
`sets havc the lowest values of direct normal stresses
`compared to other orientations in the zone, and these
`
`sets acceptefi most of the fluid during both.Stimu1a~
`tions 1 and II.
`The direct normal stressea were calm
`Focumentotiua of the stimulatioas of this horizontal
`culaced for each fracture orientation and are shuwu in
`gel} can be fcund in Rafexcncc 4‘
`A total of three
`Table 2. These values were calculatcd with data from
`otimulation treatments were perfarmed in Zone 1.
`Two
`a minifracturc treatment performeé 0E Zone 6‘ During
`pf these utilized carbon dioxifie while one used only
`this miniftac,
`two distinct closure or minimum stress
`bitrogen gas without a propping agent.
`?redictions for
`measurements were obsctveé from pressure decline
`five of the stimulations are presented in this paper.
`fiti ulatiou I cansistod of 126 tons (108,862 kg) of
`curves. Thais values were 1,050 and 800 psi (7,239as
`and 5,515.8 kPa).
`The two fiominaut fracture systems in
`imam carbon dioxide injected down tbe A.5~ia
`
`
`725
`
`i
`
`31
`
`i 3
`
`
`
`Ex. 2076
`
`IPR2016-01496
`
`2 of 12
`20f12
`
`DEFINV00008253
`
`

`

`>
`
`>
`
`J
`
`A. W. LAYEE ARE H; J. SIRIWAEDANE
`SPE 18255
`u
`rwmw-__nmwmwu_._____.~mg__—u-~4m_u......m ,
`t
`this znne are N67°E and a probable intersectinn of
`5N4$°W‘fzmm Zone 7.
`A direct stress 0f 1,050 psi
`§(?,233.5 kPa) was asgumeé for N44aw, and 800 psi
`(5¢515q8 kPa) was assumed for N67°E.
`A stress trans”
`iformation was usad to back calculate the maximum and
`=minimum grincipal atresaes and direct uarmal attesses
`for other arientations,
`
`E 5
`
`—w
`In
`pressure and flow rates at each fzacture location‘
`the first methad,
`the fraature injection rate, fracture?
`pressure, and flaw rate downstream af each fractute

`3were camgutad numerically ufiing an iterative schemeo
`qu the second methcd,
`the problem was simplified and a;
`icloued~form golutien was obtaineda Results Exam bath g‘2
`Tmathods were then campared with available field
`'measurements.
`
`Igflger Lug Results
`
` stive themg
`5W
`‘A pseudo three-dimensional
`
`(P3D) fractura madelS was
`
`Spectral gamma ray legging was used to qualitatively
`measure the amnunts of tracer—laden fluids and proppaut
`‘used in the iterative scheme far Camputiug fracture
`injected iuta galactad fractures aleng the wellbors.*
`pressures and injecticn rates.
`The ralatiouship
`The trace: leg from Stimulation I is shown in Figure ?.§
`Tracer logs iufiicated that during the first phase 0f
`‘heuween {rasture injection rate and wellbore pressures
`the stimulation, fluids propagated into Fracture Sys~
`‘fnr a P3D agyroximation can be written as
`tam I (Figure 23 and enterad the fault system that
`intersects Zone 4.
`A Lracer was detected in Zone A
`fram this phase of pumping. Fluids peuetratsd Fracture fl
`System II (Figura 2) during Phase II when {ha injection i
`§xate and pressures were increased.
`The tracer log
`3
`‘iudicated that 51 af the 69 fractures presant in Zone 13‘
`1
`accatted fluid during Stimulation I"
`fiuting Qhase II
`
`
`fluid; penatrated Fractuz- System 11 gnu truvuled baci Where"
`to ihé wellbore as avifleacfid by the scaadium that wag
`E
`detectad in Zane 2. This inflitates that a highly can"
`:
`nected fracture systam exists in the reservair, amfi
`this system premates multiple paths sf axpaudeé natural E
`fracturas from a single stimulatiuu treatment,
`E
`
`
`
`
`
`h
`u
`‘
`Q2(X’L) " {h [(Ej
`
`x
`
`w
`
`2+2
`
`3» r.
`5i) 3 dy
`
`’
`
`I _ 1g
`g m §fi k
`
`,
`
`vn’
`A ,
`(4 + r)
`
`{2)
`
`n’+1
`
`r i 1/“
`
`,
`
`’
`
`h : Kali frgtture height,
`

`
`‘
`i
`(1)]
`1
`;

`i‘
`‘
`
`a
`g2 : Fracture pressuze gradient,
`X
`nf = Fluid behavior inflex, ané
`
`k” : Fluid ccusistency index”
`
`1
`~ ~
`m w
`
`fig : an
`
`
`
`{(82 u f1;
`
`T
`
`where:
`
`u“ = m (~——‘—~"}
`
`2
`
`,
`
`w = fractura Width,
`
`g2” : pressure gradiant in i~ditaction,
`
`§E_
`3x;
`
`pressure gradient in y~diractiou,
`
`n
`
`fluid consistency indexD
`
`m m fluid behavior index, and
`H
`
`gravitational body farce:
`
`f
`
`(2)
`
`'
`
`E
`
`
`
`;
`
`E
`i
`E
`E

`Q
`?
`i
`i
`

`i
`
`%
`
`
`
`u«mm-wwmviw,
`
`naan“.
`
`v.yin—mi.
`.--v-w<v»<.v,~w-W;
`
`The tracer leg from Stimulatiun II appears ta be simi—
`lar to that from Stimulatinn IA Evaluation of the lag i
`iinditatés that 43 old fractures that accepteé fluid
`
`during Stimulation I were rewcyeued sud prayped.
`Six
`§% is tha pressure gradient in the xndirectiom, and
`of the 43 reteivcd the majority of the grappant.
`ihkis the fzacture width.
`The value Q2(x,t) is the
`Efluid injection rate iuta the natural fracture inflated
`'at éistance x from the part callar (Figure 83.
`The
`iThesa 1335 were used as fracture diagnostics to iden-
`governing equation fcr,the three-dimenaiausl fracture
`Btify the relative amuunt of fluid that entered each
`fracture,
`Two forms of fluié entrance ware identified :flaw model8 can he exprassed as
`on tha basis at tracar legs:
`{1) annulus leak—off, and
`i€23
`large iajection flow intu éiscrete fractures”
`ELeaknaff is defiued as a small amount of fluid that
`ideas not Peuétrate or significantly fiefurm the fmrman
`.tion; Large injectian flow is defined as a significant
`irate 95 fluid penetration that is capable of carrying
`Ea pzaypaut and inflating existing fractures to enhance
`ireservuir permaability.
`The large injecticn fractures
`iideutified in Figure 7 currespond t0 the peaks an the
`itracer 1933.
`The inteimefliate 10w lava} peaks located
`3hgtwaun the high yeaks are ccusiderefl to be leak~off
`luca'ions. This flow inta the fermatiun is flat con-
`; v;ered as signifiicaut when nompared with the large
`iinjeetiaus iuta discrete fracturea.
`The large injec~
`tion flaws were cumguted aufi used t0 predict induced
`fracture geamatrie..
`
`
`
`GOVERNING EQUATIDNS
`
`A schematic of tha wellhare and fracture geametry is
`shown in Figure 8. During the hydraulic fracturing
`grocess,
`treatment fluids are pumped down the tubing
`nd into tha wellhore casing annulus through the port
`tollar. This exyoses the natural fractures to the
`ighrpressure fluid, which initiates the progagatiou of
`the fluid front éowu the fracturasq Bacausa 0f pres“
`urizatian in the annulus,
`the fractures subsequently
`Xpand {fracture growth occurs}. »Usually,
`the pressure
`an& the flow rate at tha port callars are knuwu.
`How~
`:ver,
`the flaw rate (injection rate) and preséure at
`:ach distreta fracture is not knuwnd These valucs are
`
`equirad to predict the geometry of inducefi'fractnzfis.
`
`
`%n this invastigatiou,
`
`two methods were used ta chfipgte ilic diameter and Serghides friction factor. These
`
`The fluid friction loss is comyuted assuming turbulent
`‘fluw in a wellbarc annulus with the Crittendan hydrau—
`
`
`‘22":
`
`Ex. 2076
`
`IPR2016-01496
`
`3 of 12
`3of12
`
`DEFINV00008254
`
`

`

`
`5‘33
`SPENl
`
`An acceptable solutiau t0 the problem must satisfy all
`of the above equanions.
`The accegtable solutian in
`this case was abtzinaé by using the trial and arms:
`scheme described below:
`
`*
`
`lwo hydraulic fracture madels were used to predict
`the fracturé geometry from Stimulation T*1-
`Phase II, ané Stimulaticn E1:
`I
`the BSD and the
`g
`BE medals provided the fracture yresgure anfl
`injfiction rata relatiofiships given by EquatiOfis 1%
`and 2.
`'
`
`The models utilize fluid pressure and total iujac%
`tion rate at the part collar to compute downstream
`pressures ané injectinn rates at selected fracw
`taxes with a high flow rate. Filtratian leaknoff
`along the anuulus was computed usifig the filtra~
`tian le3k~off formulatisn presenteé by Reward and
`Fafit.3
`.
`
`E E
`
`The hydraulic diameter”af tha aanulus wag assumad
`:9 be the slot width;
`the length of the yiye
`between fractures was assumed :0 be the leak—aff
`distance. These two dimansiaas were useé to com~
`puke the annulus laak-aff area aafi volume;
`
`l i
`
`g
`
`
`
`Wx-qu-lnnn"nu-nu“.w.».wmuulwfu
`
`
`
`% a l
`
`as g 9.5-gg04 — §i¢ _ {$04 I d1233/2(a¢/di)31’4
`
`+ 0»5 [dag _.
`
`1/?
`
`tion is
`
`The Sexghides frictiofl factor and pressura drop equa-
`
`H:
`
`P
`
`= f p VQL/25.2 de
`
`,
`
`(a)
`
`the pressuré
`By consldaring the canservatina of energy,
`distributian algng the wellboxa annulus can b2 expressm
`as
`
`4 INSIGHTS1
`T0 HYDRAULLC FRACTURING OF A HORIZQNTAL WELL IE A NATURALLY FEACTUREDVFGRMATIGN
`detezw
`equations hava been statistically analyzed and
`1 rl‘
`mifieé tr be tha beat corralatimnfi fag Binghsm E a:
` flxittendoa hyéraulic diameter can be writ&&n as
`aanular fluid flow.7
`132 friction lugs and tha
`
`
`
`calatefl at th& fi
`?ressure was he}
`‘L snlfictaé
`[‘3
`Fract="
`‘
`Cream cf
`3: using Equa—
`sutfl wag t ea maich‘d
`(5..
`
`'
`by {ha axia.L4g
`ow rate whii& Ra
`
`
`
`
`
`6bNi‘(4 Hm
`
`§ingr
`
`
`
`3
`z
`v
`{53%
`z
`E

`g
`
`a.
`{\
`i
`‘
`
`v 2
`£1,314...
`p
`é 2g
`
`1 2
`n.2,.”
`+ 22
`
`P
`i
`+ $2 + p
`
`2
`
`:5:
`p
`
`6 a;
`
`: ?tessure,
`?
`p : Fluid density,
`V = fluid velatity,
`
`'
`
`3
`
`& Well bore elevatinu at a given yeiflt,
`
`= Graviatinnal constant,
`g
`Pi = Pige frictian loss, and
`$6 : Eydraulic fiiameter 0f the wellbore.
`
`z
`f,
`i
`gwhere:
`
`3 §
`
`i
`g
`z
`g
`
`The cantinulty equation far fluid flaw within a dis~
`crate fracture Can be written a5
`
`Q1
`
`Q2 + Q3
`
`3
`
`(63‘
`
`
`
`Lg
`
`Fluid less and Ehe tutal amfinnt Qf fluifl taken 33 by
`HM%i
`
`cap-“22+
`
`fi
`11,.
`
`ll
`
`here:
`
`3
`
`Elev rate at the yort collar,
`Q?
`Qg = Flfiid flow into thé fuxmation,
`$1 : Fluid taken by “i“th fracture, and
`N = Total‘nufibér 0f discrete fractures.
`
`his equation can be writtan for each fracture tn
`btain the relatianship betweau the flaw rate uystream
`o flownstraam flaw rate in a discrete fractuzan
`The
`%otal fluid entaring tha systam must be equal t0 the
`11 discrate fractures, This can he written as
`
`§<
`
`cguztiam were them sm‘eé
`The canainmiy gm.
`fiD comgufia (low {aka ané presgure a: thfi may:
`’fiownstream fracture. The pressuxefflow rate match—
`ing procedure was continued until iteratiuns Vera
`performed for all selécted fractures"
`
`% The total flow rate was then computed by adding
`the leak~of£ aufl fracture flow {Equatian ?) for
`all selacted fractures.
`IE thfi differsnce betweefl
`the actual injection rate aufi tha Camyutad rate
`was not within tha desired talerance, the matching
`praceduxa was reyeated far tha same tima step
`uhtil flow rate convergence (i1 bpm, i .16 mspm)
`was obtained.
`
`The avfirburdan and underhurden stress magnitudas
`were adjusted aaé equal far all fractures to
`obtain convergence. These values are cansiderefi
`as a lngical chaice when matching flow rates and
`yrassures.
`The proceduxa was xgpeated for each
`salecteé time step aver th& entire treatmant
`geriad.
`
`
`
`flatbed 2:
`
`61
`
`e §2l§£i92
`
`(7:
`
`A simplifieé procedure for comyuting pressure along the
`This method is based on the
`wellbare is presauteé‘
`assumption that the system of discrete fractures can be
`replaced by an gquivalent leakuaff system as degicted
`in Figura ?. \The fricti0nal lass over a segment sf dx
`can.§e expressed as
`
`dfx : a1 * vpdg
`where:
`a1 a 32 E "fig
`p 33
`
`
`1
`
`,
`
`5
`
`(8}3
`
`V
`I
`>
`3
`L~———"*V~"""-——*"*fl**—-—*~“““““““——'*‘~““~““'
`
`and
`?26
`
`
`r»
`’7
`y
`: Fluié viscosity,
`f'”*”””
`'"u
`*“‘——“--"-*“*f”
`
`Ex. 2076
`
`IPR2016-01496
`
`4 of 12
`4of12
`
`DEFINV00008255
`
`

`

`
`SPE 18253
`A. W. LAYNE AND H. J. SIRIWARDANE
`w,ij ,,
`E
`;wher£:
`‘
`‘
`‘
`
`C
`e: ZL—(PL—‘fl
`(Pl—y)
`x "~*—~~Fui~w;~~i~m~
`2‘2 "e “2
`
`z (E; n y)
`
`u E
`
`a
`
`B
`
`A
`
`p = Fluid aensity, and
`VP 3 Pipe flaw velocity at paint I.
`
`: he above equation is thc wellwknown Hagen-Paiseuille
`Sequatioa for laminar flow.
`It can aasily be modified
`to accaunt for turbulent flaw by selacting aa appro~
`priate value for 61‘
`Since the fluid is lost ta
`Enatural fracture alang the pipe,
`the veiocity VT(2) is
`1a function of the caofdinate x.
`The total fricfianal
`loss up to a distance of x can b& axprassed by inte~
`grating the abcve equation as
`
`
`
`57
`
`{16%)
`
`(16h)E
`E
`i
`(lécfi
`
`3
`E
`
`{E
`$.
`
`E.
`
`E
`
`EgE
`
`EE
`
`E
`
`E{an
`leak—Off velocity VL(x} is assumeé ta Cake the fol-
`Afl;
`lawing icrmi
`
`P
`VLix) = j% ,
`
`and
`
`Tflese:
`
`C
`
`x
`
`P + “
`’
`i
`8
`1
`fl and Y = constants, and
`
`P # Pressur& at any given yoint.
`
`the cantiuuity equatian at any given point can be
`?htn,
`writtEfi as
`
`s indicated in the Preceding section, pseuda three»
`dimansicnal
`(P3D) and threewdimeusiaual
`(BB) models
`were used to predict the fracture geametzieg of
`selected fractures fram Phasa ll of Stimulation I sad
`all phasas of Stimulation 11.
`The horiznntal well was
`{10) Elocatad 39 ft (9.2 m} above the lower bbundary of the
`stain layer, and hcaca, a stress barrier was &ssumed at
`the level of 30 ft (9.2 m) below tha wallbure‘
`,
`_
`,
`Basad on recent resatv01r studies,9 it has been
`Eregerted that the equivalent (effgctivej thickness af
`§zhe reserveir was only 56 ft (15.3 m).
`flowever,
`the
`actual thickness of the shale layer was fauna as 290 it
`(61‘s m). Since the BSD moflels are suitable only for
`elongated fractures,
`the effective thickness cf 56 ft
`(15.3 m) was assumed in tha FED madel.
`In athet words,
`the upyer stress barrier was assumed at 23 it (6.1 m}
`abave the wellhore in the case of tha P3D model"
`
`m _
`'m , A
`X
`inx) " KEEE) {Q}
`
`,
`,-4
`‘55?) qu ’
`
`E§E4E 3s
`
`r
`x r
`r
`_
`— an i Vlix} dx
`
`x
`
`QL
`
`i
`
`E E
`
`‘Tfie finid yressare, ?{x}, at a distance x can be
`Wriatefl as
`
`m
`E
`‘wbexg Q is the flow rate at the port collar, aha Q(x)
`‘13 the total fluié 1033 up ta the yuint af intaresth
`EThis can ha expressed as
`
`.
`(213 The three~dimensional modal is capable sf gradictimg
`the actual geametry afi the fractures, heuca,
`the actual
`Car yhysical} value was useé for the reservoir thick—
`Hess. Therefore,
`the upyez stress barrier was assumed
`Eat a height mi 1?9 ft (52.3 m) shove the wellbura.
`g
`_
`fiPradicted injection rates, fracture pressures, and
`gequivaleut fractuza winglangths for thxae cf the eight
`éselccted fractures {Figure ?? abtaineé from the BSD
`immdel for Stimulation I ara given in Figures 10
`Ethrough 12.
`The yressures gradicted with the clased—
`Eform solution are presenteé in Figure 11. Figures 13
`ithrcugh 15 Show aimilax rasult$ for Stimulaziam I with
`the 39 modal predictions‘
`
`(12)
`
`Pix} 2 p1 — ix
`
`,
`
`
` gfifire P1 is the pressure at the port collax.
`
`The
`leads to tha
`31133 at Equationg {8) threugh {13)
`'
`Esl«¢wi&g seccnd—ardet differential equation
`
`(13)
`
`Results far Stimulation II are prasented in Xiguzes 16
`thrsugh 19.
`The bottomnhale pressure was calculated
`in: Stimulation 11 since iny sutface yrfissures were
`Measured. Changes in preppant concentrations were
`taksn into account“ Figure 5 indicates that pressures
`continued :0 rise while injection rates were held can"
`Estant. This is attributed ta the increase fa proppant
`éuoncemtrationa Fluid viscesity Carrespaadiag to the
`increase in propyaat caneentratisn was increased ever
`
`2
`V
`v
`4
`is}; me: ~ 37551 max) = $1. ,
`tima t0 match the ytessflre prnfile.
`The results af the ¥3fl madeling indicate that some
`icautainment acturxed during the treatments, and thig
`,
`aygiying the pressure honnfiary conditions at x = fl amd Econtainment pramoted extensive fluid penetration
`:V 3 L,
`the fellas:ng solution fur pressure distribution Ethxomghnut the fracture: network. Thus, it isyrahable
`that highly elengated equivalent fracguxes were induced
`thzaugh more than a single natural fractura orientaw
`ticu. An equivalent fracture has thg same fracture
`volume axteuéfid inta tha reservoir and daes fiat follow
`“a single ariéntatian 0f maximum yrincipal stress‘ Fur
`729
`
`‘E
`
`(14)
`
`(15)
`
`"C2X'
`Pix) 3 $8
`+ 33
`
`
`V
`
`+ Y
`
`,
`
`Ex. 2076
`
`IPR2016-01496
`
`5 of 12
`50f12
`
`DEFINV00008256
`
`4 a
`fi7zl , and
`‘
`
`2
`C2 =
`
`m H
`
`Pressure at the end cf the pige, which
`is assumad to be slightly higher than
`the in situ streSS.
`
`x
`ix = al I V (x) dx
`o
`P
`
`,
`
`{9)
`
`1:
`EI
`
`RESULTS AND DISCUSSIGK
`
`
`
`
`
`

`

`
`
`
`SFF. 13255
`
`uggfulnggs
`genial
`
`
`6
`INSIGHTS TO HYDRAULiC FBAC’IBRING (P)? A, HORIZONTAL WELL II“? A NATURALLY EXACTLY? I} FORK‘MTEC-E‘l
`Pw,___wmwm_m_mwwll
`H,
`n r
`77
`v”
`.
`r
`r
`
`in Phasc ll 9f Stimulation II, it is posLu«
`iexample,
`this approach can ha tested
`Elaied that ch: fluid sxtandcd gut late the rcscrvoir
`,ia 523 figgign 9f ‘
`Ethrough Fracture System 11 and returned ta tbs wellhorc Wells
`A highly elnugated
`Ethrough N373E fractures to Zone 2.
`Eequivaleat fracture woulé be required for this scanaria JREEERENCES
`The pagantial for induced afid natural
`its be feasibla.
`Efraccuxes to intersect and for fluid fienetratiqn was
`I,
`everby, w_K., fast, L”E,’ and Yeats A.B., I};
`“Analysis of Natural Fractures fibscrvcd by Vifica
`lobserved by Blantonlo ia a laburatory experiment with
`ihydrostone blocks, This is likely to accur,
`than,
`in
`Camera in a Horizuntal Well,” paper SPE l77éfi pie"
`Ea reservoir with numerous fractuxe intersectianfi,
`low
`santed at the SP5 Gag lechnalagy Symyosium,
`Dallas, Texas, June 1936.
`gangles uf induced fracture approach, and low rating of
`gmaximum and minimum horizontal stresses.
`The intchec~
`§tion and penetratinn uf fluids in a natural fracture
`
`} ill tend to impefie prcpagatiun in thc same orientation
`gand may flivsrt the fluid back to the wellhore.
`3
`Effie 3% modeling results indicate that much higher,
`Eshurte: fractures were induced than predicted with the
`:93!) model. M:
`the. formatiau
`206 it ($0,596 as)
`thick
`Eand Stress barriers are a: the unfiexburden and over-
`iburden locations,
`the fractures would not be contaified
`iand wculé rapidly grow ifl the vertical direction. This
`515 a prabable scenario if the locatian 0f fracture
`lintersection are close is Zone 1 and fluids did act
`Ehavc ta travel a large distance in axdcr ta ante:
`Elones 2 and A. This scanaria was describcd in the
`fdiscussion of the traccr logs.
`{See flezhcdology,
`fiTracer Leg Rcsults.)
`
`‘IElE
`
`Elm bath cases, the majority of the praéictcd fluid
`épanatratiun was near tbs pert cellar where the fluid
`épressures were the highest. As axpefitflfl, fluifi
`éinjectiou rates fizopped as the éistauce away from the
`Eyort collar increased.
`The unmarical values of paramaw
`Etcrs related :9 the simplifieé apyragch era showc £5
`Elable 1.
`
`the simplified modal predicted flow rates intw g
`mowever,
`Efractures that were nab cansistent with this observa»
`E
`Etinn, althnugh the model yieléed pressure distributioas E
`gthat compared very well with Chase camyuted with the

`model.
`The available fluid is dapleted by frat?
`gtutfifi flag: the Part $011332 leaVing small £10“ {@133
`gfar ficwnstream fractureal
`The flnifl pragsures appear
`gto drag monotonically as shown in Figures 10 and 13.
`gThis is because of bath fluid lasses in the fracturcs
`gand ftictional lbasefi along the raugh wellbmre surface.
`
`7,
`
`“finalysis (sf FriC-
`fiuP‘A3
`Jensefi’ T6, and Shanna,
`clan Factor and Equivaleat Diametat Correlatibns
`for Annalar Flaw of Bxilligg rjuids,“ praseated
`a: ghe Tenth fignaal EnergynSQurces Techmalagy
`Qanferaagg and Exhibition, gallag, Texas, februm
`ary 15mm’ 1937,
`
`6
`
`i
`
`}
`%
`r
`%F
`‘E
`
`8. Howard, 9.c., and Fast, (2.3.: "apth 3mm
`Characterifitic for Fracvurc Extensiun," Qgilliug
`and Prnduction Practices AFI (195?) 251.
`
`9
`
`4 Mercer, J‘D., Pratt, 3.3., III, and cht,
`A.B., ll:
`"lafill Drilling Using Horizontal
`Wells:
`A Fialfi Bcvelaymcnt Stzntcgy far Tight
`Fractureé Formatiens," payer Sffi 1772? presented
`at SEE Gas Technolagy Symposium, Dallas, Texas,
`Jun& 1988.
`
`"$ropagatian cf Hydraulically and
`. Blantuu, T.L.:
`Dynamically Inducefi Fracturas ifi Naturally ExaC°
`turefi Reservoirs," payer SEE 15261 prasanted at
`SEE Uncnuventicaal Gas lechuelagy Symposium
`Lauisville, Kentuckyg May 1986.
`
`‘10
`
`,E E
`
`36015612113102!
`i
`
`
`Ezadiating the gecmetry af uxfiraalic fractures in a
`
`flaxizmntfii wall is mwrfi cmmglcx than la a Verticalc
`fidéitianfil flats cre naafieé ta datcrmins the
`hell.
`Elia
`lati¢n4 ificluéing the Bumhg;
`
`hf -
`laid, aataxal fraczure charac~
`%c
`rack pragertics.
`%n a densely
`
`ificaat flew
`Q
`hhe multiglc
`yflactratlvn.
`gravel aloag
`tn aha wcllhsre a
`
`i
`regarvsiz, aha creatioa cf sig-
`fzaflaa.e
`a 3
`g
`trsth u
`ace £3 39: agggraqt beaausa cf
`11
`{gr fluid
`law rec ataaca yeah; available
`baa Beafi uksetvefi that thc {inifis
`
`icaciurfi arientat"fi' ané Icfiurfi
`iatarseztafi fiatazal fzactnrcsl
`
`
`
`asefi hexeia
`‘ Th3 .evatnin a angina; and the methfiéala:
`.
`S
`8
`8?
`
`siehcugh
`)ygea: t6 rfigruduca 3kg txacc: log 3238133,
`
`15$ cf
`’Liz farmulaaivn may a»:
`tayzufl¢ a the éistx
`E
`
`
`
`it fias been succass-
`‘ujcciiafi takes for avary case
`‘all? apylied $5 the twc stimulsiicfis prescated,
`As
`E
`Jdéitiafisl é&t& become availabl
`l 1&3 eggliaability cf
`2
`g
`=
`E
`EA56-13u3342c;33
`
`
`
`Ex. 2076
`
`IPR2016-01496
`
`6 of 12
`60f12
`
`DEFINV00008257
`
` i
`
`
`
`
`fgr the Stimglatign Qf
`"Liguid €32
`2, King? s_R’:
`Low yermeability Resngoirs," paper SEE 1161§
`Presented at the SEE/DOE Symposium an Low_
`Permeability, Denver, Coloradc, Match 1983.
`
`3‘
`
`”Rh&glagical ?gaPextieg 9f yoam
`fiawieze}, K’E,;
`Fracturing Fluidfi Unficr Dawnholc Canditious,"
`payer SEE 16191 presenfied at the SPE Hydrocarhon
`Economics and Evaluation Sympcsium in Ballas,
`Texas, flaxch 198?.
`
`Yost, A,B¢, W.K. Overhy, B.A. Wikins, and
`C.Dk Lockc:
`"Hydraulic Fracturiug 0f 3 Horizca~
`ta? Wall in a Naturally ?ractured Reservuir:
`Casa Study for Multiple Fracture Resign," page:
`SEE 1?759 presentad at the SPE Gas Technology
`Sympusium, £31135, Texas, June lgfifiq
`
`“Development of a
`Advaui, S.K., and Lee, 31K‘:
`Generalized Hydraulic Fracture Model," Annual
`Report to BGEIMETC by Ghia State University under
`Cnntxact Ho. DE“A321~83M320333 {October 1984);
`
`“Eevclupmeut of a
`, Advaui, S.H., and Lee, J.Y.:
`Generalized Hydraulic Fracture Model,“ ?roceediags
`cf the finconventionsl flag Recovery Cuntractor‘g
`Review Meeting, Contract No. DE—ACZIEEBECZUSBE
`(July 1987}.
`
`

`

`wuumanuamu
`
`uumufla
`
`
`
`HmdoNueumumwuwuuuumumnuwusuuaum
`
`
`
`
`
`mmmwumHmauozHMUMHHSV35Hcunnmmmfiouduunumuuduuaum
`
`
`
`
`
`
`
`
`
`““fiAflmfi,q3;§;é3,,..,,"mwwM,,.mwmwm?:"‘e:‘mww‘m:mwNEW,£3smflflmflfifl:«isémmmwwmjHmafia.
`
`
`
`
`
`ME.¢H.00qmooémemmommaHvan“Swamp—mom$54.6ondowumaafiwum
`
`
`
`
`
`
`
`
`
`
`
`anmzmHumhm.acwmh®.caqnao.wmmmoofiwmwnMammzNmwwuuwmaumBeamwfimdm
`
`
`
`
`
`cc.mmmmManna¢H5“ea.wmwmmommamHm»HuhNwéoqmeqmwmmMomma0fishmm.flo¢m
`
`
`
`
`
`
`3m.33.}8degammaN,_
`
`
`
`
`
`came~.¢c¢meo.mmhmMahwzmQ.HmflvhaamouomKahuna
`
`
`
`SW2.8%3.35wigwon?$3unflapfifiam“33%_.
`
`
`
`
`
`mamwaxwoqmca.mm~nmghwzow,
`
`
`
`
`
`GemNmbadmeqmwmmMomwzammaecaommAwmmwmfiflafioflfwgom.
`
`
`
`
`
`
`
`
`
`
`
`comnq.wa¢moo.mmmmMona?NaNN~Qowuamdcuwfiom
`
`
`
`
`
`
`
`eonmo.mcqmoo.NnmmMohwzMH.comnmwwammvmmmqfimaahunauumum
`
`
`
`
`
`oommw.cflqmoc.wcmmHenmm¢H.coamay”mmunxuwfiwmfimnm
`
`
`
`
`
`
`
`
`
`.9:393mmuaawmafiaNuncNHowQUfiumHHuuunuaguousuumah.cmfianfimavmmwuumfiuwuanuuha
`
`
`
`
`
`
`
`
`
`
`
`
`
`
`
`.::Z:::3::3::1£::!::5::3::E:E:E;i:i::..ia.;:«asiaéais§::mumuwaauamflowuaaowshawlwmmoau
`
`
`
`
`
`an”ma.mmmmoc.bmmmMommzfl.smumnannymmmuumfluuhfiauuwaa
`
`
`
`
`
`
`
`
`
`
`mamNo.wmmmoo.wHHmMonzmmqmco.anuuwxuwmxwfifluxuwawhunwuwwmficuwflnfim
`
`
`
`
`
`
`
`mmwmm.mwmmoc.nwonHum

This document is available on Docket Alarm but you must sign up to view it.


Or .

Accessing this document will incur an additional charge of $.

After purchase, you can access this document again without charge.

Accept $ Charge
throbber

Still Working On It

This document is taking longer than usual to download. This can happen if we need to contact the court directly to obtain the document and their servers are running slowly.

Give it another minute or two to complete, and then try the refresh button.

throbber

A few More Minutes ... Still Working

It can take up to 5 minutes for us to download a document if the court servers are running slowly.

Thank you for your continued patience.

This document could not be displayed.

We could not find this document within its docket. Please go back to the docket page and check the link. If that does not work, go back to the docket and refresh it to pull the newest information.

Your account does not support viewing this document.

You need a Paid Account to view this document. Click here to change your account type.

Your account does not support viewing this document.

Set your membership status to view this document.

With a Docket Alarm membership, you'll get a whole lot more, including:

  • Up-to-date information for this case.
  • Email alerts whenever there is an update.
  • Full text search for other cases.
  • Get email alerts whenever a new case matches your search.

Become a Member

One Moment Please

The filing “” is large (MB) and is being downloaded.

Please refresh this page in a few minutes to see if the filing has been downloaded. The filing will also be emailed to you when the download completes.

Your document is on its way!

If you do not receive the document in five minutes, contact support at support@docketalarm.com.

Sealed Document

We are unable to display this document, it may be under a court ordered seal.

If you have proper credentials to access the file, you may proceed directly to the court's system using your government issued username and password.


Access Government Site

We are redirecting you
to a mobile optimized page.





Document Unreadable or Corrupt

Refresh this Document
Go to the Docket

We are unable to display this document.

Refresh this Document
Go to the Docket