WB19P2井定向完井報(bào)告

WB19P2井定向完井報(bào)告華北分公司W(wǎng)B19P2井定向完井報(bào)告施工井隊(duì)：定向服務(wù)：報(bào)告編寫：201目錄TOC\o"1-1"\u一、設(shè)計(jì)概況 二、實(shí)鉆及完井?dāng)?shù)據(jù)表 三、全井實(shí)鉆軌跡數(shù)據(jù)處理結(jié)果 四、設(shè)計(jì)與實(shí)鉆井眼軌跡圖 五、全井螺桿使用記錄 六、定向施工日志 七、技術(shù)總結(jié) 一、設(shè)計(jì)概況1.設(shè)計(jì)依據(jù)1.1《WB19P2井鉆井地質(zhì)設(shè)計(jì)》1.2WB19P2井設(shè)計(jì)引用的主要標(biāo)準(zhǔn)規(guī)范：1、SY/T5333-1996《鉆井工程設(shè)計(jì)格式》2、SY/T5431-2008《井身結(jié)構(gòu)設(shè)計(jì)方法》3、SY/T5435-2003《定向井軌道設(shè)計(jì)與軌跡計(jì)算》4、SY/T5088-2008《評(píng)定井身質(zhì)量的項(xiàng)目和計(jì)算方法》5、SY/T5619-2009《定向井下部鉆具組合設(shè)計(jì)方法》6、SY/T6426-2005《鉆井井控技術(shù)規(guī)程》7、Q/SHS0003.1-2004《石油天然氣井工程安全技術(shù)規(guī)范》8、SY/T5724-2008《套管柱結(jié)構(gòu)與強(qiáng)度設(shè)計(jì)》9、SY/T5480-2007《固井設(shè)計(jì)規(guī)范》1.3鄰井鉆井資料鄰井渭北59井無(wú)復(fù)雜情況。渭北工區(qū)鉆井概況：渭北10井鉆進(jìn)中發(fā)生井漏，漏失井段在794.50-794.85m，漏失150m3，堵漏耗時(shí)4.5h。渭北2井地處山底，鉆至井深20m進(jìn)入巖層，鉆時(shí)較慢，對(duì)鉆頭磨損大（磨損三只鉆頭）。渭北4井沖鼠洞期間，遇到鵝卵石和大顆粒砂子，井漏嚴(yán)重，堵漏耗時(shí)10h。渭北9井鉆進(jìn)過程中發(fā)生井漏，漏失井段953.20m-953.43m，漏失140m3，堵漏耗時(shí)4.12h。本井鉆進(jìn)中注意延長(zhǎng)組井漏和一開鉆頭選型。1.4井控安全提示根據(jù)《中石化石油與天然氣井井控管理規(guī)定》和華北石油局、華北分公司《井控管理規(guī)定與實(shí)施細(xì)則（2011年修訂）》的有關(guān)規(guī)定的要求:(1)本井為水平井,井控風(fēng)險(xiǎn)分級(jí)為中風(fēng)險(xiǎn)井；（2）根據(jù)周圍井資料（表10），本井壓力系數(shù)介于0.8至1.00之間，地層壓力系數(shù)分級(jí)為常壓井，但在鉆井過程中要注意防范井底壓力突然大幅增加所帶來(lái)的風(fēng)險(xiǎn)及井噴、井涌等。（3）鑒于鄰近區(qū)塊鉆井經(jīng)驗(yàn)，本井可能鉆遇淺層氣，要注意防范淺層氣。（4）在鉆井過程中要特別注意防硫化氫等有害氣體，做好安全防護(hù)準(zhǔn)備。綜合評(píng)定本井井控風(fēng)險(xiǎn)分級(jí)為中風(fēng)險(xiǎn)井。2.地質(zhì)概況2.1鉆井性質(zhì)：開發(fā)井（水平井）2.2井口位置2.2.1地理位置：陜西省黃陵縣上畛子農(nóng)場(chǎng)，井口位于渭北59井井口附近；2.2.2構(gòu)造位置：鄂爾多斯盆地伊陜斜坡南部。2.2.3坐標(biāo)位置：井口及靶點(diǎn)坐標(biāo)見表1。表1井口及靶點(diǎn)坐標(biāo)設(shè)計(jì)靶點(diǎn)井口A靶點(diǎn)B靶點(diǎn)縱坐標(biāo)(X)3943458.893943670.903944518.95橫坐標(biāo)(Y)19297147.3319297014.8519296484.93距井口方位/328°0′0″328°0′0″距井口距離(m)/2501250海拔(m)1181.05109.0105.0垂深(m)/1072.11076.1距砂頂(m)/6.03.0距砂底(m)/2.21.02.3設(shè)計(jì)井深：井深2216.35m，井底垂深1076.10m。2.4設(shè)計(jì)方位：328°2.5完鉆層位：A靶點(diǎn)：三疊系延長(zhǎng)組長(zhǎng)622小層。B靶點(diǎn)：三疊系延長(zhǎng)組長(zhǎng)622小層。2.6完鉆原則：水平段鉆達(dá)設(shè)計(jì)B靶點(diǎn)，目的層水平段長(zhǎng)1000m。2.7完井方式：套管完井。2.8地層孔隙壓力預(yù)測(cè)根據(jù)鄰近富縣區(qū)塊中富47井區(qū)壓力系數(shù)0.9～1.07，預(yù)測(cè)該區(qū)壓力系數(shù)為0.9～1.1，預(yù)測(cè)本井鉆遇長(zhǎng)622目的層地層壓力為9.65～11.79MPa，預(yù)測(cè)本井為常壓井。渭北油田實(shí)測(cè)地層壓力統(tǒng)計(jì)表見表2。表2渭北油田部分井實(shí)測(cè)地層壓力統(tǒng)計(jì)表序號(hào)層位井深(m)壓力系數(shù)資料來(lái)源1長(zhǎng)6221072.00.9～1.07中富47井區(qū)2.9地層傾角預(yù)測(cè)：根據(jù)區(qū)域地質(zhì)資料及實(shí)鉆資料，預(yù)測(cè)本井地層傾角小于1°。2.10地理及環(huán)境資料2.10.1氣象資料該地區(qū)屬暖溫帶半濕潤(rùn)氣候區(qū)，冬寒夏涼，冬春干燥，夏秋多雨，四季分明，年日照時(shí)數(shù)2412.2小時(shí)，無(wú)霜期160～210天。氣溫年較差和日較差較大，最高溫度可達(dá)34.3℃，最低溫度可降到-21.1℃，年平均氣溫7～12℃，年平均降水量為709.3mm。2.10.2地形地物區(qū)內(nèi)是典型的黃土高原丘陵溝壑區(qū)，海拔1119～1467m，平均海拔1178m，地表森林、植被覆蓋率較高。主要河流有洛河、雷塬河、五里鎮(zhèn)河、西河等，并發(fā)育有支流。區(qū)內(nèi)縣城之間、縣鄉(xiāng)之間有公路貫穿，西延高速公路、210國(guó)道縱貫?zāi)媳保餮予F路從本縣東邊經(jīng)過，交通較為便利。WB19P2井鉆遇地層簡(jiǎn)表WB19P2水平段鉆遇地層預(yù)測(cè)簡(jiǎn)表見表3。表3WB19P2井水平段鉆遇地層預(yù)測(cè)簡(jiǎn)表地層井深(m)厚度（m）海拔深度(m)巖性簡(jiǎn)述界系統(tǒng)群、組段油層組第四系第四系全新統(tǒng)30301151.05灰黃色黃土層及砂礫層中生界白堊系下統(tǒng)志

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群120901061.05上部棕紅色細(xì)砂巖與棕紅、棕黃色泥巖呈等厚互層。侏羅系中

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組351231830.05淺灰、灰白色中、細(xì)砂巖與灰綠色泥巖呈不等厚互層。中下統(tǒng)延

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組455104726.05灰、深灰色泥巖、粉砂質(zhì)泥巖與淺灰、灰色細(xì)、粉砂巖呈略等厚互層。三疊系上統(tǒng)延長(zhǎng)組第四段長(zhǎng)2722267459.05灰色泥巖、黑色炭質(zhì)泥巖、粉砂質(zhì)泥巖與淺灰色細(xì)砂巖、泥質(zhì)粉砂巖略等厚互層。長(zhǎng)3874152307.05上部淺灰色粉砂巖、泥質(zhì)粉砂巖與灰、深灰色泥巖、炭質(zhì)泥巖、粉砂質(zhì)泥巖等厚互層。下部灰、深灰色泥巖、粉砂質(zhì)泥巖與淺灰色細(xì)、粉砂巖、泥質(zhì)粉砂巖略等厚互層。長(zhǎng)4+5995121186.05上部深灰、灰黑色泥巖、粉砂質(zhì)泥巖夾淺灰色泥質(zhì)粉砂巖。中、下部淺灰色細(xì)、粉砂巖、泥質(zhì)粉砂巖與灰、深灰、粉砂質(zhì)泥巖等厚互層。長(zhǎng)61104752134.05淺灰色細(xì)砂巖與灰、深灰色泥巖；長(zhǎng)621106821113.05淺灰色細(xì)砂巖粉砂巖與灰、深灰色泥巖；長(zhǎng)622（A靶點(diǎn)）▽1072.127109.0深灰、灰黑色泥巖、泥質(zhì)粉砂巖與淺灰、灰色細(xì)砂巖互層；夾薄層黃灰色凝灰?guī)r。長(zhǎng)622（B靶點(diǎn)）▽1076.116105.0深灰、灰黑色泥巖、泥質(zhì)粉砂巖與淺灰、灰色細(xì)砂巖互層；夾薄層黃灰色凝灰?guī)r。注：表中垂深、A靶點(diǎn)、B靶點(diǎn)均從地面起算，且均采用井口海拔1181.05m（為放樣數(shù)據(jù)）。3.鉆井主要設(shè)備ZJ30或5〞鉆桿鉆深能力達(dá)2500m以上鉆機(jī)及配套裝置，建議采用帶滑軌鉆機(jī)及配套設(shè)備。4.井身結(jié)構(gòu)及套管程序依據(jù)本井鉆井地質(zhì)設(shè)計(jì)及《井身結(jié)構(gòu)設(shè)計(jì)方法》（SY/T5431-2008）進(jìn)行本井身結(jié)構(gòu)和套管程序設(shè)計(jì)。一開采用Φ311.2mm鉆頭鉆至271m，下Φ244.5mm套管封固第四系黃土層、志丹群砂礫和泥巖互層易漏、易垮塌層，表層套管推薦采用常規(guī)固井工藝，要求水泥漿返至地面，保證固井質(zhì)量。二開采用Φ215.9mm鉆頭鉆至設(shè)計(jì)B靶點(diǎn)，下Φ139.7mm生產(chǎn)套管固井，采用一次注水泥雙凝水泥漿體系全井封固固井工藝，尾漿返至油層頂界以上200.0m，低密度水泥漿返至井口。表4井身結(jié)構(gòu)與套管程序數(shù)據(jù)表開數(shù)井眼尺寸×井深套管尺寸×下深水泥返高一開Φ311.2mm×271mΦ244.5mm×270m地面二開Φ215.9mm×2216.35mΦ139.7mm×2214.35m地面圖1WB19P2井井身結(jié)構(gòu)設(shè)計(jì)圖5.井眼軌道5.1WB19P2井眼軌跡設(shè)計(jì)井眼軌跡設(shè)計(jì)以有利于提高機(jī)械鉆速、有利于降低摩阻、有利于著陸點(diǎn)的控制和水平段井眼軌跡調(diào)整為原則，實(shí)際鉆井過程中，根據(jù)施工情況施工隊(duì)可對(duì)造斜點(diǎn)井深，造斜段造斜率做適當(dāng)調(diào)整，保證井眼軌跡平滑，保證A點(diǎn)符合地質(zhì)設(shè)計(jì)和調(diào)整地質(zhì)設(shè)計(jì)要求。表5軌道參數(shù)井號(hào)：WB19P2軌道類型：直-增-穩(wěn)-增-平井深：2216.35m井底垂深m井底閉合距m井底閉合方位°造斜點(diǎn)m最大井斜角°1076.101250.00328.00830.4089.77磁傾角°磁場(chǎng)強(qiáng)度μT磁偏角°收斂角°方位修正角°54.1853.00-3.62-1.31-2.31井口：X=3943458.89Y=19297147.33靶AX=3943670.9Y=19297014.85垂深:1072.1m閉合距:250m閉合方位:328°靶半高:1m靶半寬:10m靶A1X=3943755.71Y=19296961.86垂深:1072.5m閉合距:350m閉合方位:328°靶半高:1m靶半寬:10m靶A2X=3943840.51Y=19296908.87垂深:1072.9m閉合距:450m閉合方位:328°靶半高:1m靶半寬:10m靶A3X=3943925.32Y=19296855.88垂深:1073.3m閉合距:550m閉合方位:328°靶半高:1m靶半寬:10m靶A4X=3944010.12Y=19296802.88垂深:1073.7m閉合距:650m閉合方位:328°靶半高:1m靶半寬:10m靶A5X=3944094.93Y=19296749.89垂深:1074.1m閉合距:750m閉合方位:328°靶半高:1m靶半寬:10m靶A6X=3944179.73Y=19296696.9垂深:1074.5m閉合距:850m閉合方位:328°靶半高:1m靶半寬:10m靶A7X=3944264.54Y=19296643.91垂深:1074.9m閉合距:950m閉合方位:328°靶半高:1m靶半寬:10m靶A8X=3944349.34Y=19296590.92垂深:1075.3m閉合距:1050m閉合方位:328°靶半高:1m靶半寬:10m靶A9X=3944434.15Y=19296537.93垂深:1075.7m閉合距:1150m閉合方位:328°靶半高:1m靶半寬:10m靶BX=3944518.95Y=19296484.93垂深:1076.1m閉合距:1250m閉合方位:328°靶半高:1m靶半寬:10m備注：本井地磁參數(shù)計(jì)算時(shí)間2013年8月18表6井身剖面設(shè)計(jì)井深m井斜角°方位角°垂深m水平位移m南北m東西m造斜率°/30m備注0.000.0000.000.000.000.000.00830.400.00328.00830.400.000.000.000.00造斜點(diǎn)1056.4355.00328.001023.28100.4185.15-53.217.301060.6655.00328.001025.71103.8788.09-55.050.001216.3589.77328.001072.10250.00212.01-132.486.70A1316.3589.77328.001072.50350.00296.82-185.470.00A11416.3589.77328.001072.90450.00381.62-238.460.00A21516.3589.77328.001073.30550.00466.43-291.450.00A31616.3589.77328.001073.70650.00551.23-344.450.00A41716.3689.77328.001074.10750.00636.04-397.440.00A51816.3589.77328.001074.50850.00720.84-450.430.00A61916.3589.77328.001074.90950.00805.65-503.420.00A72016.3589.77328.001075.301050.00890.45-556.410.00A82116.3589.77328.001075.701150.00975.26-609.400.00A92216.3589.77328.001076.101250.001060.06-662.400.00B表7井眼軌道各點(diǎn)數(shù)據(jù)井深m井斜角°方位角°垂深m水平位移m南北m東西m造斜率°/30m備注0.000.00328.000.000.000.000.000.00830.400.00328.00830.400.000.000.000.00造斜點(diǎn)860.407.30328.00860.321.911.62-1.017.30890.4014.60328.00889.757.606.45-4.037.30920.4021.90328.00918.2216.9914.41-9.007.30950.4029.20328.00945.2729.9225.38-15.867.30980.4036.50328.00970.4646.1839.17-24.477.301010.4043.80328.00993.3765.5155.56-34.727.301040.4051.10328.001013.6487.6074.29-46.427.301056.4355.00328.001023.28100.4185.15-53.217.301060.6655.00328.001025.71103.8788.09-55.050.001090.6661.70328.001041.44129.40109.74-68.576.701120.6668.40328.001054.09156.58132.79-82.986.701150.6675.10328.001063.48185.06156.94-98.076.701180.6681.80328.001069.48214.43181.85-113.636.701210.6688.50328.001072.01244.31207.19-129.476.701216.3589.77328.001072.10250.00212.01-132.486.70A1246.3589.77328.001072.22280.00237.45-148.380.001276.3589.77328.001072.34310.00262.89-164.280.001306.3589.77328.001072.46340.00288.33-180.170.001316.3589.77328.001072.50350.00296.82-185.470.00A11346.3589.77328.001072.62380.00322.26-201.370.001376.3589.77328.001072.74410.00347.70-217.270.001406.3589.77328.001072.86440.00373.14-233.170.001416.3589.77328.001072.90450.00381.62-238.460.00A21446.3589.77328.001073.02480.00407.06-254.360.001476.3589.77328.001073.14510.00432.50-270.260.001506.3589.77328.001073.26540.00457.94-286.160.001516.3589.77328.001073.30550.00466.43-291.450.00A31546.3589.77328.001073.42580.00491.86-307.360.001576.3589.77328.001073.54610.00517.31-323.250.001606.3589.77328.001073.66640.00542.75-339.150.001616.3589.77328.001073.70650.00551.23-344.450.00A41646.3589.77328.001073.82680.00576.67-360.350.001676.3589.77328.001073.94710.00602.11-376.240.001706.3589.77328.001074.06740.00627.55-392.140.001716.3689.77328.001074.10750.00636.04-397.440.00A51746.3689.77328.001074.22780.00661.48-413.340.001776.3689.77328.001074.34810.00686.92-429.240.001806.3689.77328.001074.46840.00712.36-445.140.001816.3589.77328.001074.50850.00720.84-450.430.00A61846.3589.77328.001074.62880.00746.28-466.330.001876.3589.77328.001074.74909.99771.72-482.230.001906.3589.77328.001074.86939.99797.16-498.130.001916.3589.77328.001074.90950.00805.65-503.420.00A71946.3589.77328.001075.02980.00831.08-519.320.001976.3589.77328.001075.141010.00856.52-535.220.002006.3589.77328.001075.261040.00881.96-551.120.002016.3589.77328.001075.301050.00890.45-556.410.00A82046.3589.77328.001075.421079.99915.88-572.310.002076.3589.77328.001075.541109.99941.32-588.210.002106.3589.77328.001075.661139.99966.76-604.110.002116.3589.77328.001075.701150.00975.26-609.400.00A92146.3589.77328.001075.821179.991000.69-625.310.002176.3589.77328.001075.941209.991026.13-641.200.002206.3589.77328.001076.061239.991051.57-657.100.002216.3589.77328.001076.101250.001060.06-662.400.00B根據(jù)鉆遇層位情況，調(diào)整軌跡，并經(jīng)地質(zhì)確認(rèn)進(jìn)行A靶點(diǎn)著陸及水平段施工。設(shè)計(jì)垂直投影圖和水平投影圖見圖2，圖3。圖2WB19P2井井眼軌道垂直投影圖圖3WB19P2井井眼軌道水平投影圖5.3防碰掃描表8防碰掃描結(jié)果簡(jiǎn)表序號(hào)井號(hào)數(shù)據(jù)來(lái)源井深(m)垂深(m)井號(hào)數(shù)據(jù)來(lái)源井深(m)垂深(m)最近距離(m)1WB19P2設(shè)計(jì)130.00130.00渭北59實(shí)鉆129.64129.646.41WB19P2井與渭北22井井口距離6.95m，最近距離6.41m，位于井深130m處。定向作業(yè)需精確控制井眼軌跡，防止發(fā)生碰撞事故。防碰掃描數(shù)據(jù)見表9。表9WB19P2井與渭北59井防碰掃描數(shù)據(jù)表序號(hào)井號(hào)數(shù)據(jù)來(lái)源井深(m)垂深(m)井號(hào)數(shù)據(jù)來(lái)源井深(m)垂深(m)最近距離(m)1WB19P2設(shè)計(jì)0.000.00渭北59實(shí)鉆0.070.076.952WB19P2設(shè)計(jì)30.0030.00渭北59實(shí)鉆29.5929.596.913WB19P2設(shè)計(jì)60.0060.00渭北59實(shí)鉆59.6259.626.814WB19P2設(shè)計(jì)90.0090.00渭北59實(shí)鉆89.6589.656.605WB19P2設(shè)計(jì)120.00120.00渭北59實(shí)鉆119.60119.606.426WB19P2設(shè)計(jì)130.00130.00渭北59實(shí)鉆129.64129.646.417WB19P2設(shè)計(jì)150.00150.00渭北59實(shí)鉆149.56149.566.528WB19P2設(shè)計(jì)180.00180.00渭北59實(shí)鉆179.53179.528.059WB19P2設(shè)計(jì)210.00210.00渭北59實(shí)鉆209.47209.468.5510WB19P2設(shè)計(jì)240.00240.00渭北59實(shí)鉆239.30239.279.3211WB19P2設(shè)計(jì)270.00270.00渭北59實(shí)鉆269.24269.1810.4512WB19P2設(shè)計(jì)300.00300.00渭北59實(shí)鉆299.18299.0911.7513WB19P2設(shè)計(jì)330.00330.00渭北59實(shí)鉆329.24329.1212.9814WB19P2設(shè)計(jì)360.00360.00渭北59實(shí)鉆359.41359.2813.9015WB19P2設(shè)計(jì)390.00390.00渭北59實(shí)鉆389.41389.2814.5816WB19P2設(shè)計(jì)420.00420.00渭北59實(shí)鉆419.47419.3315.2017WB19P2設(shè)計(jì)450.00450.00渭北59實(shí)鉆449.53449.3815.6918WB19P2設(shè)計(jì)480.00480.00渭北59實(shí)鉆479.59479.4316.0419WB19P2設(shè)計(jì)510.00510.00渭北59實(shí)鉆509.59509.4216.3520WB19P2設(shè)計(jì)540.00540.00渭北59實(shí)鉆539.53539.3516.7721WB19P2設(shè)計(jì)570.00570.00渭北59實(shí)鉆569.59569.3917.2022WB19P2設(shè)計(jì)600.00600.00渭北59實(shí)鉆599.65599.4417.5323WB19P2設(shè)計(jì)630.00630.00渭北59實(shí)鉆629.71629.5017.7724WB19P2設(shè)計(jì)660.00660.00渭北59實(shí)鉆659.65659.4418.0025WB19P2設(shè)計(jì)690.00690.00渭北59實(shí)鉆689.53689.3218.4126WB19P2設(shè)計(jì)720.00720.00渭北59實(shí)鉆719.47719.2518.9527WB19P2設(shè)計(jì)750.00750.00渭北59實(shí)鉆749.65749.4219.3928WB19P2設(shè)計(jì)780.00780.00渭北59實(shí)鉆779.65779.4219.6829WB19P2設(shè)計(jì)810.00810.00渭北59實(shí)鉆809.71809.4719.9030WB19P2設(shè)計(jì)840.00839.97渭北59實(shí)鉆839.77839.5320.1031WB19P2設(shè)計(jì)870.00869.74渭北59實(shí)鉆869.47869.2321.5132WB19P2設(shè)計(jì)900.00898.86渭北59實(shí)鉆898.59898.3525.7133WB19P2設(shè)計(jì)930.00926.88渭北59實(shí)鉆926.48926.2433.9634WB19P2設(shè)計(jì)960.00953.33渭北59實(shí)鉆953.09952.8446.4335WB19P2設(shè)計(jì)990.00977.79渭北59實(shí)鉆977.87977.6362.6436WB19P2設(shè)計(jì)1020.00999.86渭北59實(shí)鉆998.91998.6682.1137WB19P2設(shè)計(jì)1050.001019.42渭北59實(shí)鉆1021.171020.92104.1238WB19P2設(shè)計(jì)1080.001035.85渭北59實(shí)鉆1038.221037.97128.4339WB19P2設(shè)計(jì)1110.001049.59渭北59實(shí)鉆1052.581052.32154.5740WB19P2設(shè)計(jì)1140.001060.14渭北59實(shí)鉆1063.771063.51182.2541WB19P2設(shè)計(jì)1170.001067.35渭北59實(shí)鉆1071.561071.30211.0842WB19P2設(shè)計(jì)1200.001071.11渭北59實(shí)鉆1075.961075.70240.6543WB19P2設(shè)計(jì)1230.001072.15渭北59實(shí)鉆1077.601077.34270.5344WB19P2設(shè)計(jì)1260.001072.27渭北59實(shí)鉆1078.361078.10300.4645WB19P2設(shè)計(jì)1290.001072.39渭北59實(shí)鉆1079.061078.80330.4146WB19P2設(shè)計(jì)1320.001072.51渭北59實(shí)鉆1079.821079.56360.3647WB19P2設(shè)計(jì)1350.001072.63渭北59實(shí)鉆1080.531080.27390.3248WB19P2設(shè)計(jì)1380.001072.75渭北59實(shí)鉆1081.291081.03420.2849WB19P2設(shè)計(jì)1410.001072.87渭北59實(shí)鉆1081.991081.73450.2450WB19P2設(shè)計(jì)1440.001072.99渭北59實(shí)鉆1082.701082.43480.2151WB19P2設(shè)計(jì)1470.001073.11渭北59實(shí)鉆1083.461083.20510.1852WB19P2設(shè)計(jì)1500.001073.23渭北59實(shí)鉆1084.161083.90540.1653WB19P2設(shè)計(jì)1530.001073.35渭北59實(shí)鉆1084.861084.60570.1454WB19P2設(shè)計(jì)1560.001073.47渭北59實(shí)鉆1085.631085.36600.1155WB19P2設(shè)計(jì)1590.001073.59渭北59實(shí)鉆1086.331086.07630.0956WB19P2設(shè)計(jì)1620.001073.71渭北59實(shí)鉆1087.031086.77660.0757WB19P2設(shè)計(jì)1650.001073.83渭北59實(shí)鉆1087.791087.53690.0558WB19P2設(shè)計(jì)1680.001073.95渭北59實(shí)鉆1088.501088.23720.0359WB19P2設(shè)計(jì)1710.001074.07渭北59實(shí)鉆1089.201088.94750.0160WB19P2設(shè)計(jì)1740.001074.19渭北59實(shí)鉆1089.901089.64780.0061WB19P2設(shè)計(jì)1770.001074.31渭北59實(shí)鉆1090.661090.40809.9862WB19P2設(shè)計(jì)1800.001074.43渭北59實(shí)鉆1091.371091.10839.9663WB19P2設(shè)計(jì)1830.001074.55渭北59實(shí)鉆1092.071091.81869.9564WB19P2設(shè)計(jì)1860.001074.67渭北59實(shí)鉆1092.771092.51899.9365WB19P2設(shè)計(jì)1890.001074.79渭北59實(shí)鉆1093.481093.21929.9266WB19P2設(shè)計(jì)1920.001074.91渭北59實(shí)鉆1094.181093.92959.9167WB19P2設(shè)計(jì)1950.001075.03渭北59實(shí)鉆1094.941094.68989.8968WB19P2設(shè)計(jì)1980.001075.15渭北59實(shí)鉆1095.641095.381019.8869WB19P2設(shè)計(jì)2010.001075.27渭北59實(shí)鉆1096.351096.081049.8770WB19P2設(shè)計(jì)2040.001075.39渭北59實(shí)鉆1097.051096.791079.8671WB19P2設(shè)計(jì)2070.001075.51渭北59實(shí)鉆1097.751097.491109.8472WB19P2設(shè)計(jì)2100.001075.63渭北59實(shí)鉆1098.461098.191139.8373WB19P2設(shè)計(jì)2130.001075.75渭北59實(shí)鉆1099.161098.901169.8274WB19P2設(shè)計(jì)2160.001075.87渭北59實(shí)鉆1099.861099.601199.8075WB19P2設(shè)計(jì)2190.001075.99渭北59實(shí)鉆1100.571100.301229.7976WB19P2設(shè)計(jì)2216.351076.10渭北59實(shí)鉆1101.211100.951256.14中國(guó)石化華北石油局、華北分公司油田開發(fā)處工作表單擬稿人：王國(guó)順電話稿人：吳旭光簽發(fā)人:吳旭光渭北油田WB19P2井A靶點(diǎn)調(diào)整的通知目前井深1111.00m，預(yù)測(cè)井底井斜66.0°，方位329.29°，垂深1049.86m，閉合距149.92m。實(shí)鉆長(zhǎng)621頂界斜深為1089.00m，預(yù)測(cè)垂深1039.91m，海拔141.14m，井斜60.90°，閉合方位327.87°，閉合距130.31m；較設(shè)計(jì)長(zhǎng)621頂界高6.69m。根據(jù)實(shí)鉆情況，A靶點(diǎn)垂深調(diào)整如下：A靶點(diǎn)閉合距、方位不變，垂深調(diào)整為1068.1m后續(xù)軌跡根據(jù)實(shí)鉆情況再行確定；其他要求按原設(shè)計(jì)執(zhí)行。上報(bào)領(lǐng)導(dǎo)：分公司領(lǐng)導(dǎo)收?qǐng)?bào)單位：陜北目部、調(diào)度處、工程技術(shù)處、監(jiān)督中心二○一三年九月四日編號(hào)：YTKF2013-6-72號(hào)編號(hào)：YTKF2013-6-72號(hào)WB19P2井定向完井報(bào)告PAGE3PAGE7編號(hào)：YTKF2013-6-95中國(guó)石化華北分公司油田開發(fā)處工作表單擬稿人:王國(guó)順電話稿人:吳旭光簽發(fā)人:吳旭光渭北油田WB19P2井水平段軌跡修正的通知本井目前井深1243.00m，預(yù)測(cè)垂深1066.79m，井斜91.10°，方位327.19°，閉合距279.58m，井底巖性為淺灰色油跡細(xì)砂巖。本井實(shí)鉆A靶點(diǎn)井深1213.00m，閉合距249.59m，對(duì)應(yīng)垂深1067.29m，實(shí)際進(jìn)入目的層砂體7.21m。根據(jù)上述情況，結(jié)合鄰井資料，后續(xù)施工要求如下：1、A靶點(diǎn)定為井深1213m（垂深1067.29m，閉合距249.59m2、A1點(diǎn)至B靶點(diǎn)軌跡見下表；3、其他要求按原設(shè)計(jì)執(zhí)行。上報(bào)領(lǐng)導(dǎo)：分公司領(lǐng)導(dǎo)收?qǐng)?bào)單位：陜北項(xiàng)目部、調(diào)度處、工程處、監(jiān)督中心二○一三年九月八日靶點(diǎn)閉合距垂深備注(m)(m)實(shí)鉆點(diǎn)A249.591067.29實(shí)鉆井深1213m目前279.581066.79斜深1243A13501068.8A24501070.3A35501071.8A46501073.3A57501074.8A68501076.3A79501077.8A810501079.3A911501080.8B12501082.3編號(hào)：YTKF2013-6-107中國(guó)石化華北分公司油田開發(fā)處工作表單擬稿人:王國(guó)順電話稿人:王智簽發(fā)人:吳旭光渭北油田WB19P2井水平段軌跡調(diào)整的通知根據(jù)本井實(shí)鉆情況，結(jié)合鄰井資料，后續(xù)施工要求如下：1、A9點(diǎn)時(shí)垂深達(dá)到1078.5m（閉合距1150m）2、其他要求按原設(shè)計(jì)執(zhí)行。上報(bào)領(lǐng)導(dǎo)：分公司領(lǐng)導(dǎo)收?qǐng)?bào)單位：陜北項(xiàng)目部、調(diào)度處、工程處、監(jiān)督中心二○一三年九月十六日WB19P2井水平井地質(zhì)導(dǎo)向指令（第1條）井深（m）1213.00日期2013.09.06時(shí)間9：00目前施工狀況目前井深1213.00m，鉆至設(shè)計(jì)A靶，定向隊(duì)預(yù)測(cè)垂深1067.29m，井斜90.3°，方位327.69°，閉合距249.59m下一步施工意見接甲方通知。后續(xù)施工要求如下：井斜增至91°，穩(wěn)斜鉆進(jìn)至1243.00m，起鉆測(cè)井。其他要求按原設(shè)計(jì)執(zhí)行。油開處導(dǎo)向支持組導(dǎo)向師：技術(shù)負(fù)責(zé)人：徐進(jìn)賓WB19P2井水平井地質(zhì)導(dǎo)向指令（第2條）井深（m）1287.00日期2013.09.10時(shí)間1：00目前施工狀況目前井深1287.00m，定向隊(duì)預(yù)測(cè)垂深1067.81m，井斜88.8°，方位328.39°，閉合距323.57m。井底下一步施工意見根據(jù)實(shí)鉆情況，后續(xù)施工要求如下：鉆至設(shè)計(jì)A1靶點(diǎn)時(shí)軌跡上調(diào)至垂深1068.00m（上靶0.8m），后續(xù)軌跡保持設(shè)計(jì)上靶0.8m鉆進(jìn)。其他要求按原設(shè)計(jì)執(zhí)行。油開處導(dǎo)向支持組導(dǎo)向師：技術(shù)負(fù)責(zé)人：徐進(jìn)賓WB19P2井水平井地質(zhì)導(dǎo)向指令（第3條）井深（m）1334.00日期2013.09.10時(shí)間10：00目前施工狀況目前井深1334.00m，定向隊(duì)預(yù)測(cè)垂深1068.27m，井斜89°，方位328.19°，閉合距370.56m。井底下一步施工意見根據(jù)實(shí)鉆情況，后續(xù)施工要求如下：一個(gè)單根內(nèi)軌跡調(diào)整至垂深1068.10m，90°平推至閉合距470m處。其他要求按原設(shè)計(jì)執(zhí)行。油開處導(dǎo)向支持組導(dǎo)向師：技術(shù)負(fù)責(zé)人：徐進(jìn)賓WB19P2井水平井地質(zhì)導(dǎo)向指令（第4條）井深（m）1434.00日期2013.09.11時(shí)間04：00目前施工狀況目前井深1434.00m，定向隊(duì)預(yù)測(cè)垂深1067.72m，井斜89.8°，方位327.69°，閉合距470.51m。井底下一步施工意見根據(jù)實(shí)鉆情況，后續(xù)施工要求如下：A3靶數(shù)據(jù)：垂深1068.10m，閉合距550.00m，閉合方位328°。后續(xù)靶點(diǎn)鉆至A3靶后視鉆遇情況待定。其他要求按原設(shè)計(jì)執(zhí)行。油開處導(dǎo)向支持組導(dǎo)向師：技術(shù)負(fù)責(zé)人：徐進(jìn)賓WB19P2井水平井地質(zhì)導(dǎo)向指令（第5條）井深（m）1507.00日期2013.09.11時(shí)間15：00目前施工狀況目前井深1507.00m，定向隊(duì)預(yù)測(cè)垂深1068.07m，井斜89.3°，方位327.29°，閉合距543.51m。井底下一步施工意見根據(jù)實(shí)鉆情況，后續(xù)施工要求如下：A4靶數(shù)據(jù)：垂深1068.10m，閉合距650.00m，閉合方位328°其他要求按原設(shè)計(jì)執(zhí)行。油開處導(dǎo)向支持組導(dǎo)向師：技術(shù)負(fù)責(zé)人：徐進(jìn)賓WB19P2井水平井地質(zhì)導(dǎo)向指令（第6條）井深（m）1604.00日期2013.09.12時(shí)間5：40目前施工狀況目前井深1604.00m，定向隊(duì)預(yù)測(cè)垂深1068.09m，井斜90.3°，方位326.69°，閉合距640.49m。井底下一步施工意見根據(jù)實(shí)鉆情況，后續(xù)施工要求如下：A5靶數(shù)據(jù)：下調(diào)至垂深1069.00m，閉合距750.00m，閉合方位328°其他要求按原設(shè)計(jì)執(zhí)行。油開處導(dǎo)向支持組導(dǎo)向師：技術(shù)負(fù)責(zé)人：徐進(jìn)賓WB19P2井水平井地質(zhì)導(dǎo)向指令（第7條）井深（m）1710.00日期2013.09.12時(shí)間21：10目前施工狀況目前井深1710.00m，定向隊(duì)預(yù)測(cè)垂深1068.58m，井斜89.6°，方位327.49°，閉合距746.48m。井底下一步施工意見根據(jù)實(shí)鉆情況，后續(xù)施工要求如下：A6靶數(shù)據(jù)：垂深1070.00m，閉合距850.00m，閉合方位328°；A7靶數(shù)據(jù)：垂深1071.50m，閉合距950.00m，閉合方位328其他要求按原設(shè)計(jì)執(zhí)行。油開處導(dǎo)向支持組導(dǎo)向師：技術(shù)負(fù)責(zé)人：徐進(jìn)賓WB19P2井水平井地質(zhì)導(dǎo)向指令（第8條）井深（m）1873.00日期2013.09.14時(shí)間5：30目前施工狀況目前井深1873.00m，定向隊(duì)預(yù)測(cè)垂深1070.48m，井斜90.7°，方位328.49°，閉合距909.49m。井底巖性泥質(zhì)含量增加。下一步施工意見根據(jù)實(shí)鉆情況，后續(xù)施工要求如下：閉合距鉆至A7點(diǎn)（950m）時(shí)軌跡調(diào)至上靶窗1m其他要求按原設(shè)計(jì)執(zhí)行。油開處導(dǎo)向支持組導(dǎo)向師：技術(shù)負(fù)責(zé)人：徐進(jìn)賓WB19P2井水平井地質(zhì)導(dǎo)向指令（第9條）井深（m）1911.00日期2013.09.14時(shí)間12：30目前施工狀況目前井深1911.00m，定向隊(duì)預(yù)測(cè)垂深1070.21m，井斜90.0°，方位328.69°，閉合距947.45m。井底下一步施工意見根據(jù)實(shí)鉆情況，后續(xù)施工要求如下：A8靶點(diǎn)數(shù)據(jù)：垂深1072.00m，閉合距1050.00m，閉合方位328°。后續(xù)靶點(diǎn)鉆至A8靶后視鉆遇情況待定。其他要求按原設(shè)計(jì)執(zhí)行。油開處導(dǎo)向支持組導(dǎo)向師：技術(shù)負(fù)責(zé)人：徐進(jìn)賓WB19P2井水平井地質(zhì)導(dǎo)向指令（第10條）井深（m）1921.00日期2013.09.14時(shí)間21：30目前施工狀況目前井深1921.00m，定向隊(duì)預(yù)測(cè)垂深1070.29m，井斜89.3°，方位328.49°，閉合距957.45m。井底下一步施工意見根據(jù)實(shí)鉆情況，后續(xù)施工要求如下：鉆至閉合距1000m時(shí)，垂深達(dá)到1071.20m。其他要求按原設(shè)計(jì)執(zhí)行。油開處導(dǎo)向支持組導(dǎo)向師：技術(shù)負(fù)責(zé)人：徐進(jìn)賓WB19P2井水平井地質(zhì)導(dǎo)向指令（第11條）井深（m）1951.00日期2013.09.15時(shí)間17：30目前施工狀況目前井深1951.00m，定向隊(duì)預(yù)測(cè)垂深1071.23m，井斜88.5°，方位327.69°，閉合距987.43m。井底下一步施工意見根據(jù)實(shí)鉆情況，后續(xù)施工要求如下：鉆至閉合距1037m時(shí)，垂深達(dá)到1073.20m。其他要求按原設(shè)計(jì)執(zhí)行。油開處導(dǎo)向支持組導(dǎo)向師：技術(shù)負(fù)責(zé)人：徐進(jìn)賓WB19P2井水平井地質(zhì)導(dǎo)向指令（第12條）井深（m）2036.00日期2013.09.16時(shí)間18：00目前施工狀況目前井深2036.00m，定向隊(duì)預(yù)測(cè)垂深1075.05m，井斜87.3°，方位326.69°，閉合距1072.32m。井底下一步施工意見根據(jù)實(shí)鉆情況，后續(xù)施工要求如下：鉆至閉合距1122m時(shí)，垂深達(dá)到1077.70m，并保持下靶0.8m左右至A9點(diǎn)。其他要求按原設(shè)計(jì)執(zhí)行。油開處導(dǎo)向支持組導(dǎo)向師：技術(shù)負(fù)責(zé)人：徐進(jìn)賓WB19P2井水平井地質(zhì)導(dǎo)向指令（第13條）井深（m）2114.00日期2013.09.17時(shí)間9：30目前施工狀況目前井深2114.00m，定向隊(duì)預(yù)測(cè)垂深1079.21m，井斜88.1°，方位327.39°，閉合距1150.19m。井底下一步施工意見根據(jù)實(shí)鉆情況，后續(xù)施工要求如下：鉆至設(shè)計(jì)B點(diǎn)（閉合距1250m）時(shí)，垂深達(dá)到1083.50m。其他要求按原設(shè)計(jì)執(zhí)行。油開處導(dǎo)向支持組導(dǎo)向師：技術(shù)負(fù)責(zé)人：徐進(jìn)賓二、實(shí)鉆及完井?dāng)?shù)據(jù)表A點(diǎn)入口井深(m)1213.0B點(diǎn)井底井深(m)2214.0入口垂深(m)1067.34井底垂深(m)1083.55入口井斜(0)90.45井底井斜(0)88.10入口方位(0)327.02井底方位(0)327.79入口位移(m)249.59井底位移(m)1250.09中靶橫距(m)0.99中靶橫距(m)0.17中靶縱距(m)0.76中靶縱距(m)0.05水井段水平井段(m)1213.00-2214.00水平段長(zhǎng)(m)1001.00閉合方位(°)327.99剖面描述特殊點(diǎn)井深井斜真方位垂深閉合方位閉合位移平均增斜率造斜點(diǎn)8301.09340.01829.942784.79A點(diǎn)1213.090.45327.021067.34328.20249.59B點(diǎn)完鉆數(shù)據(jù)2214.088.10327.791083.55327.991250.09預(yù)測(cè)方位修正角°-2.31實(shí)鉆剖面類型直-增-穩(wěn)-增-平完井方式備注：完井?dāng)?shù)據(jù)一開時(shí)間2013.08.23一開套管數(shù)據(jù)Φ244.5mm×270.53m二開時(shí)間2013.08.29二開套管數(shù)據(jù)三、全井實(shí)鉆軌跡數(shù)據(jù)處理結(jié)果（方位已校正）序號(hào)測(cè)深井斜方位垂深視平移東西南北閉合距閉合方位狗腿度10.000.00357.690.000.000.000.000.000.000.00218.760.2085.2918.76-0.020.030.000.0385.290.32346.370.3044.1946.37-0.020.130.060.1465.950.22473.690.2010.8973.690.030.190.160.2550.490.19592.020.40351.9992.020.110.190.250.3136.650.366121.640.50336.09121.640.340.120.470.4914.300.167150.300.70303.59150.300.62-0.080.680.69353.630.408179.010.60287.39179.000.89-0.370.830.90336.090.229207.880.90268.79207.871.12-0.740.871.14319.590.4010236.590.70276.89236.581.35-1.140.881.44307.810.2411265.400.90285.99265.391.63-1.530.971.81302.270.2512287.761.81250.69287.741.84-2.030.902.22293.831.6013316.460.95225.19316.431.88-2.630.582.69282.431.0814345.290.40173.59345.261.74-2.790.312.80276.360.8015373.940.62166.39373.911.50-2.740.062.74271.270.2416402.730.66169.89402.701.20-2.67-0.252.68264.570.0617431.440.75164.49431.410.87-2.59-0.602.66257.020.1218450.130.79165.69450.090.63-2.53-0.842.66251.610.0719479.380.62271.19479.340.52-2.64-1.032.83248.611.1620508.170.62245.99508.130.63-2.93-1.093.13249.580.2821536.950.79230.79536.910.63-3.23-1.283.48248.360.2622565.610.88225.99565.570.55-3.54-1.563.87246.240.1223594.240.8328.59594.190.61-3.60-1.533.91246.981.7724622.660.8319.69622.610.84-3.43-1.163.62251.400.1425651.470.7011.59651.421.10-3.33-0.793.42256.700.1826680.230.5710.39680.181.33-3.27-0.473.30261.750.1427709.160.4014.79709.111.50-3.21-0.233.22265.830.1828737.770.4036.69737.721.61-3.13-0.063.13268.940.1629766.500.4056.49766.441.65-2.990.082.99271.490.1430795.220.4051.69795.161.66-2.820.202.83273.960.0331816.310.2255.69816.251.67-2.730.262.75275.510.2632825.720.489.29825.661.70-2.710.312.73276.581.1633835.151.93330.99835.091.89-2.780.492.82280.005.0334844.584.31329.19844.512.40-3.040.933.18287.087.5835854.006.20328.29853.893.27-3.491.673.87295.596.0236863.428.17328.09863.234.44-4.112.674.90303.036.2737872.839.80326.29872.535.91-4.913.916.27308.515.2738882.2511.73326.09881.787.67-5.895.377.97312.356.1539891.6714.11327.19890.969.78-7.047.1310.02315.347.6240901.1016.52328.69900.0612.27-8.369.2412.46317.857.7741910.5318.90329.09909.0415.14-9.8511.7015.29319.917.5842919.9521.31329.29917.8818.37-11.5014.4818.49321.537.6843929.3823.69330.69926.5921.98-13.3117.6022.07322.917.7644938.8126.32331.49935.1425.96-15.2321.0926.02324.168.4445948.2429.00330.79943.4930.33-17.3524.9230.37325.178.5946957.6631.42329.59951.6335.06-19.7029.0435.09325.847.9447967.1133.57328.69959.6040.14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