版权说明:本文档由用户提供并上传,收益归属内容提供方,若内容存在侵权,请进行举报或认领
文档简介
WellControl-Lesson1FormationPressureDec.20041H.KhedersolhPressureConceptsThetwopressuresofprimaryconcernare:Formationpressure&Hydrostaticpressure.Formationpressure:istheforceexertedbyfluidsintheformation.-
Alsocalledreservoirpressure,&/or-Shut-inbottomholepressure.Dec.20042H.KhedersolhFormationPressure
TheoriginofF.P.:Itrelatestohowsedimentarybasinsareformed.Aslayeruponlayerofsedimentsaredeposited,overburdenpressureonthelayersincreases,&compactionoccurs.Soanyfluidsintheformationaresqueezedintopermeablelayers,suchassandstone.Ifthepermeablelayeriscontinuoustothesurface(outcropsonthesurface)pressurehigherthannormalcannotform.Butifthefluidistrappedbecauseofsomeanomaly,pressurehigherthannormalcanform.
Dec.20043H.KhedersolhFormationPressureNormalpressureSubnormalpressure-AbnormalpressureDec.20044H.KhedersolhHydrostaticPressure
Thetermisderivedfrom“hydro”,meaningwaterorliquid,&“static”,meaningatrest.Hydrostaticpressurereferstothepressureofdrillingfluidinthewellbore.Dec.20045H.KhedersolhHydrostaticPressure
Inthewellbore,H.P.istheresultofthefluiddensity&trueverticaldepthofthefluidcolumn.Dec.20046H.KhedersolhHydrostaticPressureWhere:C=0.052,ifmuddensityisexpressedintermsofppg,&C=0.00695,ifmuddensityisexpressedintermsofpcf.Dec.20047H.KhedersolhMudgradient
Pressure&mud
gradientistheamountpressurechangeswithdepth.Itisobtainedbymultiplyingthemudweightbytheconstant.MG=MW×C0.0520.00695Dec.20048H.KhedersolhMudgradientPressureormudgradientisobtainedbymultiplyingmudweightbytheconstantC.So,thegradientfora12ppgmudis:MG=12×0.052=0.624psi/ftDec.20049H.KhedersolhMudgradientEX.Thehydrostaticpressureofamudwith0.624psi/ftgradientina11,325ftwellwouldbe,HP=0.624×11,325HP=7067psiDec.200410H.KhedersolhMudgradientNormalpressuregradientscorrespondtothehydrostaticgradientofafreshwaterwithadensityof8.33ppg(0.433psi/ft)to9.0ppgsalinewater(0.465psi/ft)column.Dec.200411H.KhedersolhMudgradientDec.200412H.KhedersolhTYPICALGRADIENTFORS.IRANGRADIENTPSI/FTFormationPorePres.MudPres.Frac.P.Aghajari0.4330.4500.68Mishan0.4650.4790.70Gs.(7)0.4650.500.78Gs.(6-1)0.8-1.00.85-1.101.1Asmari0.24-0.490.433-0.560.74Pabdeh0.5-0.540.52-0.560.81Gurpi0.5-0.540.52-0.560.83Ilam0.540.560.74Sarvak0.540.560.74Fahliyan0.540.560.79Dec.200413H.KhedersolhPressureGradientEx.Drawthelinesofpressuregradients(pore,mud&fracture)forAj.toAs.formationsbasedontableofdatainpreviousslide.Correlateitwithlithology&stratigraphiccolumn.
Dec.200414H.KhedersolhPressure
GradientFracturepressureAreaofLostCirculation0.5ppgSafetymarginPorepressureKickareaBHPlessthanformationpressurecausesthewelltoKick,&greaterthanfracturepressurecauseslostreturn.
Dec.200415H.KhedersolhMudgradientNormalpressuregradient:about0.433-0.465psi/ft.Thegradientslessthan0.433psi/ft&greaterthan0.465psi/ftareknownassubnormal&abnormal,respectively.
Dec.200416H.KhedersolhMudgradientPressure,psiDepth,ftSurfacePressuregradient=0.433psi/ftPressuregradient=0.465psi/ftSubnormalAbnormalDec.200417H.KhedersolhAnnularPressureLossAnnularpressure,thepumppressurerequiredtomovemuduptheannulus,mustbeconsideredinwellcontroloperations.Thispressureislessthan200psiatthereducedpumpspeedsusedinkillingawell.Dec.200418H.KhedersolhAnnularPressureLoss
Whenmudisbeingcirculated,bottomholepressureequalshydrostaticpressureplusthepressurerequiredtomovemuduptheannulus.Annularpressurelossexistsonlywhenmudisbeingcirculated&itceaseswhenthepumpisstopped.Dec.200419H.KhedersolhFlowPathH.Khedersolh20Dec.200420H.KhedersolhAnnularPressureLoss
TheamountofAPLdependsonwhetherthemudflowintheannulusislaminarorturbulent.Dec.200421H.KhedersolhAnnularPressureLossAPLishigherwhenthemudisinlaminarflow.Flowintheannulusisusuallylaminar,becausethemudvelocityintheannulusduringwellcontroloperationsisdecreasedbyloweringthepumpspeedbelowthespeedusedfornormaldrillingoperations.
Dec.200422H.KhedersolhAnnularPressureLoss
APLinlaminarflow:Dec.200423H.KhedersolhAnnularPressureLossEx.CalculateAPLaccordingtodata’savailableL=16,000ft(TVD),YP=8lb/100ft2,PV=24cpV=1.2ft/sec,Dh=8.5in.,Dp=4.5in.APL=(16,000×8)/225(8.5-4.5)+(16,000×
24×
1.2)/1,500(8.5-4.5)2=(128,000/900)+(460,800/24,000)=142.2+19.2=161.4psiDec.200424H.KhedersolhEquivalentCirculatingDensity
AnotherwaytolookattheBHPincreaseduetofrictionlossesintheannulusisintermsofECD.ECDisacombinationoftheoriginalmudweightplustheequivalentmudweighti
温馨提示
- 1. 本站所有资源如无特殊说明,都需要本地电脑安装OFFICE2007和PDF阅读器。图纸软件为CAD,CAXA,PROE,UG,SolidWorks等.压缩文件请下载最新的WinRAR软件解压。
- 2. 本站的文档不包含任何第三方提供的附件图纸等,如果需要附件,请联系上传者。文件的所有权益归上传用户所有。
- 3. 本站RAR压缩包中若带图纸,网页内容里面会有图纸预览,若没有图纸预览就没有图纸。
- 4. 未经权益所有人同意不得将文件中的内容挪作商业或盈利用途。
- 5. 人人文库网仅提供信息存储空间,仅对用户上传内容的表现方式做保护处理,对用户上传分享的文档内容本身不做任何修改或编辑,并不能对任何下载内容负责。
- 6. 下载文件中如有侵权或不适当内容,请与我们联系,我们立即纠正。
- 7. 本站不保证下载资源的准确性、安全性和完整性, 同时也不承担用户因使用这些下载资源对自己和他人造成任何形式的伤害或损失。
最新文档
- 二手车协议样本
- 躯体感觉障碍病因介绍
- 苔藓样念珠状疹病因介绍
- 药物性肾损害病因介绍
- 内蒙古通辽市(2024年-2025年小学六年级语文)部编版质量测试(下学期)试卷及答案
- 中考地理总复习八上第三章中国的自然资源教材知识梳理
- 畜禽粪便+尾菜膜覆盖好氧堆肥技术规范
- (参考)塑料壶项目立项报告
- 2024-2025学年江苏省南京市六年级语文上学期期末考试真题重组卷(统编版)-A4
- 2023年天津市十二区县重点学校高考语文模拟试卷(一)
- 人防工程给排水管道隐蔽工程检查验收记录表(隐蔽)
- 最新版护理常规
- 施工过程中淤泥质土层分级放坡开挖土坡稳定性计算书
- 上线切换12系统报告
- (新教材)广东粤教粤科版六年级上册科学 4.21 自然的选择 课时练(同步练习)
- 胖东来商贸集团各项管理制度
- 部编版五年级上册第一单元集体备课
- DB37T 3366-2018 山东省涉路工程技术规范
- ICD-10恶性肿瘤编码整理版
- 丙二醇化学品安全技术说明书
- 机械设计基础课程设计yu-new
评论
0/150
提交评论