HHP井钻井工程设计()

1、 鄂尔多斯盆地镇泾油田HH73P18井钻井工程设计中国石油化工股份有限公司华北分公司二零一一年十一月鄂尔多斯盆地镇泾油田HH73P18井钻井工程设计设计单位：华北分公司工程技术研究院设计人： 初审人： 审 批 单 位：华北分公司审核人：审批人：中国石油化工股份有限公司华北分公司二零一一年十一月设 计 审 批 意 见原则上同意该单井设计。同时提出以下意见和要求，请一并执行。1. 本井施工斜导眼，导眼回填要求侧钻点以下有效水泥塞不低于50米。本井回填部分井段可用215.9mm井眼及常规钻具组合加快作业进度，同时对回填部分斜导眼的轨迹符合率不做严格要求。2. 导眼回填注水泥浆井段：侧钻点以下150米

2、，侧钻点以上100米。水泥候凝时间不得小于24小时，保证承压，保证侧钻成功。3. 本井上部井段存在井漏情况，施工单位提前参考邻井资料，做好堵漏措施，准备好堵漏材料及时予以堵漏，堵漏结束做承压试验。堵漏要做到早发现早处理，不留后患；4. 钻井定向作业和井眼轨迹控制由定向技术服务方负责，钻井队要搞好配合。实钻过程中，钻具组合、钻井参数及钻头类型可根据实际情况进行调整，确保井身质量和井眼轨迹符合设计要求。5. 钻井队要保证“三级”净化设备工况良好，以确保钻井液固相含量得到有效控制。正常钻进期间，要密切注视振动筛岩屑返出情况。6. 固井要求：本井技术套管兼用油层套管，固井前出现漏失要求堵漏成功并承压合

3、格后再进行固井作业，保证固井质量。设计要求全封固，替浆时控制好排量，防止因激动压力过大造成井漏；在固井施工前调整好井内泥浆性能，同时必须对水泥浆性能进行现场校核试验，确保水泥浆性能达到设计要求；7. 现场监督加强对施工质量的控制和日报、井史等资料的日常检查，发现问题及时提出整改，确保资料完整、准确、详尽。钻井队完井后一周内上交电子文档；8. 技术套管下深执行工程设计要求；三开注意清除水泥环，保证施工顺利。9. 本井安装套管头，钻井队做好送井材料计划及井口安装、试压工作；二开前井口设备试压执行设计要求，用固井车上井试压；三开前套管、井口、节流压井管汇整体试压15MPa,15分钟压降小于0.5MP

4、a。华北分公司工程技术处 2011年12月1日目 录1.设计依据12.地质概况23.钻井主要设备54.井身结构设计55.井眼轨道设计66.专用工具及仪器设备137.钻具组合、钻进参数及主要措施138.推荐钻头及水力参数设计179.套管强度设计1810.钻柱强度校核1911.钻进目的层技术措施2012.测量方案及轨迹计算方法2013.井身质量2214.井控要求2215.环境保护2716.钻井液设计2917.固井设计3718.重点施工措施4119.设备管理要点4420.安全技术管理的几项规定4421.施工进度预测4522.钻井主要材料计划4623.钻井资料提交46HH73P18井钻井工程设计（20

5、11.11）1.设计依据1.1 HH73P18井钻井地质设计1.2 HH73P18井主要的引用标准、规范和规定（1）SY/T 5431-2008 井身结构设计方法（2）SY/T 5088-2008 钻井井身质量控制规范（3）SY/T 5234-2004 优选参数钻井基本方法及应用（4）SY/T 5964-2006 钻井井控装置组合配套安装调试与维护（5）SY/T 6426-2005 钻井井控技术规程（6）SY/T 5480-2007 固井设计规范（7）SY/T 5955-2004 定向井井身轨迹质量（8）SY/T 6276-2010 石油天然气工业健康、安全与环境管理体系（9）SY/T 543

6、5-2003 定向井轨道设计与轨道计算（10）SY/T 5172-2007 直井井眼轨迹控制技术规范（11）Q/SH 0082-2007 水平井钻井工程设计要求（12）井控管理规定与实施细则（华北分公司2011年修订）（13）钻井井控实施细则（华北分公司2011年修订）（14）中国石油化工集团公司石油与天然气井井控管理规定（试行）1.3 根据邻井钻井资料及镇泾油田水平井实钻资料HH61井钻进中严重漏失。HH73井一开钻进中渗漏,通井循环时发生井漏，累计漏失152方，并在830米-850米钻遇盐膏层。HH87井一开钻遇盐膏层（355.14-393米），钻至830米-1100米时岩屑中含有大量石膏

7、。HH97井钻至980米时井口返出大量白色颗粒，泥浆比重上涨，泥HH36P37浆性能变化厉害，完钻电测显示盐层位置在980-1050米。本井钻进中，准备好相关钻井液材料，防止井内漏失，防止钻遇盐膏层给泥浆造成影响。2.地质概况2.1 钻井性质:评价井（水平井）2.2 井口位置2.2.1 地理位置：甘肃省镇原县中原乡中原村丘渠组，HH73P18井井口位于红河73井井口32°855方向5232.0m处。2.2.2 构造位置：鄂尔多斯盆地天环坳陷南端。2.3 坐标：井口及A靶点、B靶点坐标，见表1。表1 HH73P18井口、A靶点和B靶点坐标XY井口： 3934440.33 3641625

8、9.89 导眼靶点：3934150.55 36416337.54 A靶点：3934053.96 36416363.42 B靶点： 3933088.0336416622.24*A、B靶点海拔采用井口海拔高度1441.74m（为实测数据）。*A、B靶点目的层均为长813油层，由于地下地质情况不确定性强，预测的深度和厚度与实际可能存在误差，在实钻过程中要加强对比，及时进行校正。2.4 设计井深设计井深3665.9m；设计垂深：2448.54m2.5 设计方位 设计方位为165°2.6 目的层位三叠系延长组长81。2.7 完钻层位导 眼：三叠系延长组长92水平段：三叠系延长组长8132.8

9、完钻原则导眼钻穿长91目的层砂岩（垂深：2496.542499.04m），留足45m口袋完钻（斜深）；水平段钻达设计B靶点，目的层水平段长1000m。2.9 完井方式裸眼完井（预置管柱）2.10 地层压力与温度预测根据镇泾油田邻井红河105井DST资料，压力系数取0.91，预测本井钻遇长813目的层地层压力为21.66MPa，预测本井为常压井。2.11 井控及硫化氢风险提示根据周围井资料，本井压力系数取0.9，介于0.9至1.07之间，地层压力系数分级为常压井，但在钻井过程中要注意防范井底压力突然大幅增加所带来的风险。镇泾油田HH37P3井在实钻过程中，延长组长8油层有H2S产出，含量为30m

10、g/m3（20PPm）150mg/m3（100PPm）之间，井控风险分类为危害井，因此在钻至延长组后施工单位实时监测H2S，发现有H2S溢出，立即启动防H2S应急预案。本井为评价井，通过分析邻井、邻区数据，及本区内有钻井的情况，预测本井、本层属于流体常压、中-高风险、危害井。2.12 地理及环境资料（1）气象资料该地区气温年较差和日较差较大，最高温度可达37.2，最低温度可降到-20.8，年平均气温712，年平均降水量为4001000mm，且大都集中于79月份。春夏多吹东南风，秋冬多吹西北风，风力一般为二至三级，最大七至八级。（2）地形地物区内人口众多，为农业大县。属黄土塬复杂地形，海拔105

11、41486m，塬、梁、茆、沟纵横交错，地形高差数米至数百米。主要河流有茹河、洪河、泾河，并发育有支流。区内县城之间、县乡之间有公路贯穿，交通较为便利。2.13 钻遇地层预测 HH73P18井导眼钻遇地层预测见表2。表2 HH73P18井导眼钻遇地层预测简表地 层垂深(m)垂厚(m)海拔(m)岩 性 描 述系统组段油层组第四系全新统340.64340.641101.10灰黄色粘土层与棕色砾石层呈不等厚互层。白垩系下统志丹群罗汉洞组643.64303.0798.10棕黄、棕色细、中、粗砂岩与褐色泥岩呈不等厚互层。环河组1172.64529.0269.10灰色泥岩、粉砂质泥岩夹灰色泥质粉砂岩、细砂岩

12、，局部具石膏薄层。华池组1374.64202.067.10灰褐、灰色泥岩与棕褐色泥质粉砂岩、灰褐色中砂岩呈不等厚互层。洛河-宜君组1611.64237.0-169.90棕、棕灰色中砂岩与褐色泥岩呈略等厚互层。侏罗系中统安定组1878.64267.0-436.90中、上部紫褐色泥岩、褐色泥灰岩与棕灰色中砂岩呈略等厚互层；下部为棕灰色中砂岩与褐、紫褐色泥岩呈等厚互层。直罗组2098.64220.0-656.90上部为绿灰、灰色泥岩、粉砂质泥岩与浅灰色细砂岩呈略等厚互层；下部为大套浅灰色细、粗砂岩与绿灰、紫褐色泥岩呈略等厚互层。下统延安组2225.64127.0-783.90深灰、灰黑色泥岩与灰色粉

13、、细砂岩呈略等厚互层，夹5层煤。三叠系上统延长组第三段长62334.64109.0-892.90上部深灰色泥岩、粉砂质泥岩与灰色粉、细砂岩略等厚互层；中部浅灰、灰褐色中、细砂岩与深灰色泥质岩略等厚互层；下部深灰色泥岩、粉砂质泥岩与灰色粉、细砂岩略不等厚互层。长72411.9477.3-970.20上部深灰色、灰黑泥岩夹灰色细砂岩；下部深灰、灰黑色泥岩、粉砂质泥岩及浅灰、灰褐色细砂岩互层；底部为黑色泥岩第二段长8长8112418.646.7-976.90深灰、灰黑色泥岩、泥质粉砂岩互层，夹浅灰色细砂岩；长8122430.8412.2-989.10长8132452.1421.3-1010.40长8

14、22491.5439.4-1049.80长9长912526.5435.0-1084.80浅灰色粉、细砂岩与深灰、灰黑色泥岩互层。长922544.0417.5(未穿)-1102.30注：表中垂深、A靶点、B靶点均从地面起算，且均采用井口海拔1441.74m（为实测数据）3.钻井主要设备ZJ-50钻机及相应的配套设备。4.井身结构设计根据本井钻井地质设计及井身结构设计方法（SY/T5431-2008）进行本井井身结构和套管程序设计。一开采用374.7mm钻头钻至361m，下273mm套管封固第四系黄土层，其下深还要考虑到后期测井需要。表层套管推荐采用常规固井工艺，要求水泥浆返至地面，保证固井质量。

15、二开采用241.3mm钻头钻至A点，下177.8mm技术套管固井，为三开水平段安全施工提供有利条件，降低水平段施工风险。固井按生产套管固井实施，采用一次注水泥双凝水泥浆体系全井封固固井工艺，尾浆返至油层顶界以上200.0m，低密度水泥浆返至井口。三开水平段采用152.4mm钻头钻至设计B靶点，裸眼完井。井身结构与套管程序设计见表3和图1。表3井身结构和套管程序设计表 开数井眼尺寸×井深套管尺寸×下深水泥返高一开374.7mm × 361m 273mm ×360m地面二开导眼241.3mm ×2727.55m水泥回填至井深2470.08m（有效水

16、泥塞面）241.3mm ×2665.89m177.8mm ×2665.89m地面三开152.4mm ×3665.90m裸眼完井 注：钻至A靶点后继续向前水平钻进30m作为测井口袋，以确保能测到A靶点。图1 HH73P18井井身结构设计图5.井眼轨道设计5.1 导眼井井身剖面设计（见表4，表5，表6）表4 HH73P18井导眼轨迹参数井号：HH73P18导眼轨道类型：直-增-稳-增-稳井深：2727.55m井底垂深 m井底闭合距 m井底闭合方位 °造斜点 m最大井斜角 °2521.29436.68165.002030.3160.37磁倾角

17、76;磁场强度 T磁偏角 °收敛角 °方位修正角 °54.0853.09-3.07-0.54-2.53井口：X=3934440.33 Y=36416259.89靶点 X=3934150.55 Y=36416337.54垂深:2443.54m闭合距:300m靶半径:30m备注：本井地磁参数计算时间2011年11月30日，计算软件为IDDS 3.0表5 HH73P18井导眼剖面设计井深m井斜角°方位角°垂深m水平位移m南北m东西m造斜率°/30m备注0.000.0000.000.000.000.000.002030.310.00165.0

18、02030.310.000.000.000.00造斜点2243.6432.00165.002232.7258.04-56.0615.024.502280.9832.00165.002264.3977.83-75.1720.140.002470.0860.37165.002393.98212.89-205.6355.104.50侧钻点2570.3160.37165.002443.54300.00-289.7877.650.00靶点2682.5560.37165.002499.04397.56-384.02102.900.00长91砂岩底2727.5560.37165.002521.29436.6

19、8-421.80113.030.00井底表6 导眼井眼轨道各点数据井深m井斜角°方位角°闭合方位°垂深m闭合距m南北m东西m造斜率°/30m备注0.000.00165.000.000.000.000.000.000.002030.310.00165.000.002030.310.000.000.000.00造斜点2060.314.50165.00165.002060.281.18-1.140.304.502090.319.00165.00165.002090.064.70-4.541.224.502120.3113.50165.00165.002119.

20、4810.55-10.192.734.502150.3118.00165.00165.002148.3418.70-18.064.844.502180.3122.50165.00165.002176.4829.08-28.097.534.502210.3127.00165.00165.002203.7241.63-40.2110.784.502240.3131.50165.00165.002229.8956.29-54.3714.574.502243.6432.00165.00165.002232.7258.04-56.0615.024.502273.6432.00165.00165.0022

21、58.1673.94-71.4219.140.002280.9832.00165.00165.002264.3977.83-75.1720.140.002310.9836.50165.00165.002289.1894.71-91.4824.514.502340.9841.00165.00165.002312.57113.48-109.6129.374.502370.9845.50165.00165.002334.41134.03-129.4634.694.502400.9850.00165.00165.002354.58156.23-150.9140.444.502430.9854.5016

22、5.00165.002372.94179.95-173.8146.584.502460.9859.00165.00165.002389.39205.03-198.0453.074.502470.0860.37165.00165.002393.98212.89-205.6355.104.50侧钻点2500.0860.37165.00165.002408.82238.96-230.8261.850.002530.0860.37165.00165.002423.65265.04-256.0168.600.002560.0860.37165.00165.002438.48291.11-281.1975

23、.350.002570.3160.37165.00165.002443.54300.00-289.7877.650.00靶点2600.3160.37165.00165.002458.37326.08-314.9784.400.002630.3160.37165.00165.002473.21352.16-340.1591.150.002660.3160.37165.00165.002488.04378.23-365.3497.900.002682.5560.37165.00165.002499.04397.56-384.02102.900.00长91砂岩底2712.5560.37165.001

24、65.002513.87423.64-409.20109.650.002727.5560.37165.00165.002521.29436.68-421.80113.030.00井底HH73P18井导眼设计轨道垂直剖面图和水平投影图见图2，图3。图2 HH73P18井导眼设计轨道垂直剖面图图3 HH73P18井导眼设计轨道水平投影图5.2 HH73P18井井身剖面设计（见表7，表8，表9）HH73P18井导眼段回填至有效水泥塞面2470.08m处开始侧钻。井眼轨迹设计以有利于提高机械钻速、有利于降低摩阻、有利于着陆点的控制和水平段井眼轨迹调整为原则，兼顾后期预置管柱下入及采油作业。实际钻井过程

25、中，根据施工情况施工队可对造斜点井深，造斜段造斜率做适当调整，保证井眼轨迹平滑，保证A点符合地质设计和补充地质设计要求。表7 HH73P18井轨迹参数井号：HH73P18轨道类型：直-增-稳-增-平井深：3665.9m井底垂深 m井底闭合距 m井底闭合方位 °造斜点 m最大井斜角 °2448.541400.00165.002030.3189.78磁倾角 °磁场强度 T磁偏角 °收敛角 °方位修正角 °54.0853.09-3.07-0.54-2.53井口：X=3934440.33 Y=36416259.89靶A X=3934053.9

26、6 Y=36416363.42垂深:2443.94m闭合距:400m闭合方位:165°靶半高:2m靶半宽:10m靶A1 X=3934005.66 Y=36416376.36垂深:2444.17m闭合距:450m闭合方位:165°靶半高:2m靶半宽:10m靶A2 X=3933957.37 Y=36416389.3垂深:2444.4m闭合距:500m闭合方位:165°靶半高:2m靶半宽:10m靶A3 X=3933909.07 Y=36416402.24垂深:2444.63m闭合距:550m闭合方位:165°靶半高:2m靶半宽:10m靶A4 X=3933860

27、.77 Y=36416415.18垂深:2444.86m闭合距:600m闭合方位:165°靶半高:2m靶半宽:10m靶A5 X=3933812.48 Y=36416428.12垂深:2445.09m闭合距:650m闭合方位:165°靶半高:2m靶半宽:10m靶A6 X=3933764.18 Y=36416441.06垂深:2445.32m闭合距:700m闭合方位:165°靶半高:2m靶半宽:10m靶A7 X=3933715.89 Y=36416454垂深:2445.55m闭合距:750m闭合方位:165°靶半高:2m靶半宽:10m靶A8 X=393366

28、7.59 Y=36416466.95垂深:2445.78m闭合距:800m闭合方位:165°靶半高:2m靶半宽:10m靶A9 X=3933619.29 Y=36416479.89垂深:2446.01m闭合距:850m闭合方位:165°靶半高:2m靶半宽:10m靶A10 X=3933571 Y=36416492.83垂深:2446.24m闭合距:900m闭合方位:165°靶半高:2m靶半宽:10m靶A11 X=3933522.7 Y=36416505.77垂深:2446.47m闭合距:950m闭合方位:165°靶半高:2m靶半宽:10m靶A12 X=393

29、3474.4 Y=36416518.71垂深:2446.7m闭合距:1000m闭合方位:165°靶半高:2m靶半宽:10m靶A13 X=3933426.11 Y=36416531.65垂深:2446.93m闭合距:1050m闭合方位:165°靶半高:2m靶半宽:10m靶A14 X=3933377.81 Y=36416544.59垂深:2447.16m闭合距:1100m闭合方位:165°靶半高:2m靶半宽:10m靶A15 X=3933329.52 Y=36416557.53垂深:2447.39m闭合距:1150m闭合方位:165°靶半高:2m靶半宽:10m

30、靶A16 X=3933281.22 Y=36416570.47垂深:2447.62m闭合距:1200m闭合方位:165°靶半高:2m靶半宽:10m靶A17 X=3933232.92 Y=36416583.41垂深:2447.85m闭合距:1250m闭合方位:165°靶半高:2m靶半宽:10m靶A18 X=3933184.63 Y=36416596.35垂深:2448.08m闭合距:1300m闭合方位:165°靶半高:2m靶半宽:10m靶A19 X=3933136.33 Y=36416609.3垂深:2448.31m闭合距:1350m闭合方位:165°靶半

31、高:2m靶半宽:10m靶B X=3933088.03 Y=36416622.24垂深:2448.54m闭合距:1400m闭合方位:165°靶半高:2m靶半宽:10m备注：本井地磁参数计算时间2011年11月30日，计算软件为IDDS 3.0表8 HH73P18井井身剖面设计井深m井斜角°方位角°垂深m水平位移m南北m东西m造斜率°/30m备注0.000.0000.000.000.000.000.002030.310.00165.002030.310.000.000.000.00造斜点2243.6432.00165.002232.7258.04-56.06

32、15.024.502280.9832.00165.002264.3977.83-75.1720.140.002470.0860.37165.002393.98212.89-205.6355.104.50侧钻点2665.8989.74165.002443.94400.00-386.37103.534.50A2715.8989.74165.002444.17450.00-434.67116.470.00A12765.3589.74165.002444.40499.46-482.44129.270.002765.8989.76165.002444.40500.00-482.96129.411.50A

33、22815.8989.76165.002444.63550.00-531.26142.350.00A32865.8989.76165.002444.86600.00-579.56155.290.00A42915.8989.76165.002445.09650.00-627.85168.230.00A52965.8989.76165.002445.32700.00-676.15181.170.00A62966.4389.74165.002445.32700.54-676.67181.311.503015.8989.74165.002445.55750.00-724.44194.110.00A73

34、065.1989.74165.002445.78799.30-772.06206.870.003065.8989.77165.002445.78800.00-772.74207.061.50A83115.8989.77165.002446.01850.00-821.04220.000.00A93165.8989.77165.002446.24900.00-869.33232.940.00A103215.8989.77165.002446.47950.00-917.63245.880.00A113216.5989.74165.002446.47950.70-918.31246.061.50326

35、5.9089.74165.002446.701000.00-965.93258.820.00A123315.0789.74165.002446.931049.17-1013.42271.550.003315.9089.78165.002446.931050.00-1014.22271.761.50A133365.9089.78165.002447.161100.00-1062.52284.700.00A143415.9089.78165.002447.391150.00-1110.81297.640.00A153416.7289.74165.002447.391150.83-1111.6129

36、7.861.503465.9089.74165.002447.621200.00-1159.11310.580.00A163514.9589.74165.002447.851249.06-1206.50323.280.003515.9089.78165.002447.851250.00-1207.41323.521.50A173565.9089.78165.002448.081300.00-1255.70336.460.00A183615.9089.78165.002448.311350.00-1304.00349.410.00A193616.8489.74165.002448.311350.

37、94-1304.91349.651.503665.9089.74165.002448.541400.00-1352.30362.350.00B表9 HH73P18井 井眼轨道各点数据井深m井斜角°方位角°闭合方位°垂深m闭合距m南北m东西m造斜率°/30m备注0.000.00165.000.000.000.000.000.000.002030.310.00165.000.002030.310.000.000.000.00造斜点2060.314.50165.00165.002060.281.18-1.140.304.502090.319.00165.001

38、65.002090.064.70-4.541.224.502120.3113.50165.00165.002119.4810.55-10.192.734.502150.3118.00165.00165.002148.3418.70-18.064.844.502180.3122.50165.00165.002176.4829.08-28.097.534.502210.3127.00165.00165.002203.7241.63-40.2110.784.502240.3131.50165.00165.002229.8956.29-54.3714.574.502243.6432.00165.001

39、65.002232.7258.04-56.0615.024.502273.6432.00165.00165.002258.1673.94-71.4219.140.002280.9832.00165.00165.002264.3977.83-75.1720.140.002310.9836.50165.00165.002289.1894.71-91.4824.514.502340.9841.00165.00165.002312.57113.48-109.6129.374.502370.9845.50165.00165.002334.41134.03-129.4634.694.502400.9850

40、.00165.00165.002354.58156.23-150.9140.444.502430.9854.50165.00165.002372.94179.95-173.8146.574.502460.9859.00165.00165.002389.39205.03-198.0453.064.502470.0860.37165.00165.002393.98212.89-205.6355.104.50侧钻点2490.9863.50165.00165.002403.81231.32-223.4459.874.502520.9868.00165.00165.002416.13258.67-249

41、.8566.954.502550.9872.50165.00165.002426.27286.90-277.1274.254.502580.9877.00165.00165.002434.15315.83-305.0781.744.502610.9881.50165.00165.002439.75345.30-333.5389.374.502640.9886.00165.00165.002443.01375.11-362.3397.094.502665.8989.74165.00165.002443.94400.00-386.37103.534.50A2695.8989.74165.00165

42、.002444.08430.00-415.35111.290.002715.8989.74165.00165.002444.17450.00-434.67116.470.00A12745.8989.74165.00165.002444.31480.00-463.64124.230.002765.3589.74165.00165.002444.40499.46-482.44129.270.002765.8989.76165.00165.002444.40500.00-482.96129.411.50A22766.4389.74165.00165.002444.40500.54-483.48129

43、.550.002796.4389.74165.00165.002444.54530.54-512.46137.310.002815.8989.74165.00165.002444.63550.00-531.26142.350.00A32845.8989.74165.00165.002444.77580.00-560.24150.110.002865.8989.74165.00165.002444.86600.00-579.56155.290.00A42895.8989.74165.00165.002445.00630.00-608.53163.060.002915.8989.74165.001

44、65.002445.09650.00-627.85168.230.00A52945.8989.74165.00165.002445.23680.00-656.83176.000.002964.4789.74165.00165.002445.31698.57-674.77180.800.002965.8989.81165.00165.002445.32700.00-676.15181.171.50A62995.8989.81165.00165.002445.42730.00-705.13188.940.003015.8989.81165.00165.002445.49750.00-724.441

45、94.110.00A73017.3389.74165.00165.002445.56751.44-725.83194.490.003047.3389.74165.00165.002445.69781.44-754.81202.250.003065.8989.74165.00165.002445.78800.00-772.74207.060.00A83095.8989.74165.00165.002445.92830.00-801.72214.820.003115.8989.74165.00165.002446.01850.00-821.04220.000.00A93145.8989.74165

46、.00165.002446.15880.00-850.01227.760.003165.8989.74165.00165.002446.24900.00-869.33232.940.00A103195.8989.74165.00165.002446.38930.00-898.31240.700.003215.8989.74165.00165.002446.47950.00-917.63245.880.00A113245.8989.74165.00165.002446.61980.00-946.61253.640.003265.8989.74165.00165.002446.701000.00-

47、965.93258.820.00A123295.8989.74165.00165.002446.841030.00-994.90266.580.003315.8989.74165.00165.002446.931050.00-1014.22271.760.00A133345.8989.74165.00165.002447.071080.00-1043.20279.530.003365.9089.74165.00165.002447.171100.00-1062.52284.700.00A143395.9089.74165.00165.002447.301130.00-1091.50292.47

48、0.003415.9089.74165.00165.002447.401150.00-1110.81297.640.00A153445.9089.74165.00165.002447.531180.00-1139.79305.410.003465.9089.74165.00165.002447.631200.00-1159.11310.580.00A163495.9089.74165.00165.002447.771230.00-1188.09318.350.003515.9089.74165.00165.002447.861250.00-1207.41323.530.00A173545.9089.74165.00165.002448.001280.00-1236.38331.290.003565.9089.74165.00165.002448.091300.00-1255.70336.470.00A183595.9089.74165.00165.002448.231330.00-1284.68344.230.003615.9089.74165.00165.002448.321350.00-1304.00349.410.00A193645.9089.74165.00165.002448.