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
- 2026年网络安全培训六月方案
- 心理健康教育一年级下册期末大盘点
- 集中作业安全指南讲解
- 肢体抖动原因分析
- 2026年企业品牌合作与推广方案
- 《速度计算与图像分析精讲|教师备课专用》
- 《趣味学阿卡贝拉|让课堂告别枯燥 爱上学习》
- 23.3 四分位数与箱线图+23.4数据的方差(能力提升)(解析版)
- 26年独居老人心理干预培训
- 《英语记忆力训练|方法多样科学记忆策略》
- 2025国家电力投资集团有限公司产业审计中心主任选聘2人笔试历年常考点试题专练附带答案详解
- 2026年高考(江西卷)政治试题及答案
- 2026年国开电大机械CAD-CAM形考试卷含完整答案详解【夺冠系列】
- 科研处内部控制制度
- 酒店安全事故案例培训
- 2026上半年安徽事业单位联考合肥高新区管委会招聘45人备考题库有答案详解
- 2026山东新高考:历史重点基础知识点归纳
- 【《涡流发生器抑制边界层分离的原理分析综述》2300字】
- 绿色建筑施工验收方案
- DB32∕T 5212-2025 泵站远程集控少人值守技术规范
- 2025美国心脏协会和美国儿科学会新生儿复苏、儿童基础生命支持和儿童高级生命支持指南更新解读
评论
0/150
提交评论