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川西新场地区须家河组水平井井壁稳定性研究
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摘要
川西坳陷深层须家河组天然气资源量巨大,具有广阔的勘探开发前景。然而须家河组气藏储层致密,能否获得高产在很大程度上取决于裂缝的发育程度。由于裂缝分布非均质性强、天然裂缝预测难度大和直井钻遇裂缝几率低等原因,使得川西坳陷须家河组气藏的开发存在极大的困难。为高效开发须家河组气藏,需要采用大斜度井或水平井等技术以提高裂缝钻遇率。目前,研究区目的层水平井开发才刚刚起步,尚缺乏可借鉴的成功经验,相关钻完井技术还有待攻关。因此,急需开展研究区目的层水平井井壁稳定性的研究工作,为合理开发须家河组气藏提供科学的技术支持。
     本文基于实测的横波时差测井资料,采用二项式拟合法获取了研究区横波时差数据。在此基础上,通过声波速度频散校正,筛选岩性、结构面、泥质含量和品质因子等参数,校正前人经验公式等方法确定了岩石的强度力学参数及弹性力学参数测井解释模型;并依据研究区模拟地层条件下的实测数据,分岩性建立了岩石动态和静态弹性力学参数的转换模型。
     本文综合多种测井资料,选用ADS法建立了研究区目的层单井地应力剖面。在综合考虑多种运用特殊测井资料解释地应力方向的方法及前人实验结果的基础之上,本文确定研究区目的层现今最大水平主应力为近东西方向。
     因为大斜度井井眼轨迹不再与垂向主应力重合,也不再与水平主应力正交,所以需通过坐标转换方法以建立大斜度井井壁围岩力学模型。本文结合该模型,选用Mohr-Coulomb准则及最大张应力破坏准则,分别讨论了不同地应力状态下坍塌压力和破裂压力随井周角、井斜角和井眼方位角的变化规律。本文开展了泥浆安全密度窗随最大水平主应力、内聚力和内摩擦角等地层特性参数的变化规律,并分析了泥浆安全密度窗随各参数的敏感性。在其他条件不变的情况下,泥浆安全密度窗随井斜角的增大而增大。在研究区实际地应力状态σH>σv>σh下,坍塌压力随最大水平主应力σH、孔弹系数η和地层孔隙压力Pp的增大而增大,坍塌压力随内聚力C和内摩擦角φ的增大而减小;破裂压力随最大水平主应力σH、孔弹系数η和地层孔隙压力Pp的增大而减小,破裂压力随抗张强度σt的增大而增大。由此可知,泥浆安全密度窗的范围随最大水平主应力σH、孔弹系数η和地层孔隙压力Pp的增大而减小,井壁岩石失稳的可能性增大。
     最后综合上述研究成果,本论文计算了X10-1H井水平段的泥浆安全密度窗,该计算结果与X10-1H井井下实际情况和地破压力实验结果相吻合。这表明,本论文所建立的研究区目的层水平井井壁稳定性研究方法科学可靠,可以有效指导研究区目的层下一步的油气勘探开发工作。
The gas resource quantity of Xujiahe formation in west Sichuan is huge, and the exploration & exploitation prospects are good. Because the tight reservoir of Xujiahe formation, the yield is depending on the fracture development. Because of the heterogeneity of fractures、hardness of predicting natural fractures and low probability of encountering fractures, the gas development of Xujiahe formation in west Sichuan is very hard. In order to exploit the Xujiahe formation gas pool, the high angle deviated well and horizontal well should be used to increase the chance to meet the fractures. There are not many horizontal wells in Xujiahe formation, so drilling and completion technology is not mature. Now, it is urgent to study on the horizontal well borehole stability in order to provide technical support for the reasonable exploitation of gas resource of Xujiahe formation.
     On the base of true shear wave, this paper used the method of binomial fitting to calculate the shear wave of study area. On this basis, this paper used many ways to calculate the strength parameters and elastic parameter, such as, calibrating the sound wave frequency dispersion、selecting the lithology and quality factor and calibrating the empirical formula. On the base of experimental data, this paper established the separate relationship between the dynamic and static parameters for sandstone and mudstone.
     According to several kinds of well logging datas, this paper selected the ADS model to calculate the crustal stress of single well. On the basis of well logging interpretation and experimental results, the orientation of maximum horizontal principal stress is EW.
     Because the well track of high angle deviated well is not vertical and it is not orthogonal with the horizontal principal stress, the mechanical model of sidewall rock is needed. On the basis of this model, this paper used the Mohr-Coulomb criterion and the maximum tensile stress failure criterion to discuss the relationship between the safe mud weight and other parameters, such as, maximum horizontal principal stress、cohesion and friction angle. This paper also analyzed the sensitivity of these parameters. When the other parameters are not changed, the bigger deviation angle, the bigger safe mud weight. On the basis ofσH>σv>σh, when theσH、η、Pp increase, the collapse pressure also increase. When C andφdecrease, the collapse pressure also decrese. WhenσH、ηand Pp increase, the fracture pressure decrease. Whenσt increase, the fracture pressure also increase. It can be seen that the range of safe mud weight becomes smaller when theσH、ηand Pp increase. In this case, the sidewall rock is easy to be damaged.
     Finally, this paper used these research results to calculate the safe mud weight of horizontal section of X10-1H well. The calculation result coincides with the actual situation of X10-1H well and formation breakdown pressure.So, the study method about the horizontal well borehole stability of Xinchang Xujiahe formation in west Sichuan is reliable, and it can be used into the future exploration and exploitation of oil and gas resources of Xinchang Xujiahe formation in west Sichuan.
引文
[1]黎华继.新场气田须二气藏储层评价及综合预测研究[D].成都:成都理工大学,2008.
    [2]叶泰然,张虹,唐建明.深层裂缝性致密碎屑岩气藏高效储渗区识别_以川西新场气田上三叠统须家河组气藏为例[J].天然气工业,2009,29(11):22-26.
    [3]徐同台.水平井钻井液与完井液[M].北京:石油工业出版社,1999.
    [4]廖扬强,余庆.大斜度井水平井井壁力学稳定性技术现状[J].钻采工艺,2003,26(3):7-10.
    [5]刘向君,唐建明.石油测井与井壁稳定[M].北京:石油工业出版社,1999.
    [6]赵小龙.石油钻井任意井眼的井壁稳定性研究[D].重庆:重庆大学,2008.
    [7]葛洪魁,黄荣樽.理想条件下定向井及水平井地层破裂压力的理论分析[J].石油大学学报,1993,17(2):20-27.
    [8]金衍,陈勉,柳贡慧.大位移井的井壁稳定力学分析[J].地质力学学报,1999,5(1):4-11.
    [9]刘玉石.地层坍塌压力及井壁稳定对策研究[J].岩石力学与工程学报,2004,23(14):2421-2423.
    [10]陈勉.我国深层岩石力学研究及在石油工程中的应用[J].岩石力学与工程学报,2004,23(14):2455-2462.
    [11]周文,闫长辉,王世泽,等.油气藏现今地应力场评价方法及应用[M].北京:地质出版社,2007.
    [12]钟敬敏.春晓气田群定向井井壁稳定性研究[D].成都:西南石油大学,2004.
    [13]罗景琪,贾春晓.应用钻井参数监测异常地层压力[J].石油钻采工艺,1980年01期.
    [14]樊洪海.测井资料检测地层孔隙压力传统方法讨论[J].石油勘探与开发,2003,30(4):72-74.
    [15]谢润成.川西坳陷须家河组探井地应力解释与井壁稳定性评价[D].成都理工大学博士学位论文,2009.
    [16]路保平,鲍洪志.岩石力学参数求取方法进展[J].石油钻探技术,2005,33(5):44-47.
    [17] Durhuus J,Aadnoy B S.In Situ Stress from Inversion of Fracturing Data from Oil Wells and Borehole Image Logs [J].Journal of Petroleum Science and Enginnering,2003:38.
    [18] Eberhart-Phillips,Han,Zoback.Empirical relationships among seismic velocity,effective pressure,porosity,and clay content in sandstone[J].Geophysics,1989,54(1):82-89.
    [19] Anderson R.A.,Ingram,D.S.,Zanier,A.M..Determining fracture gradients from well logs [J].Journal of Petroleum Technology25,1259-1268.
    [20] Marion D, Muke T, Mavko G. Scale effects on velocity dispersion: From rap to effective medium theories instratified media[J].Geophysics,1994,59(10):1613-1619.
    [21]周文,谢润成,葛善良,等.川西新场、大邑地区深层须家河组工程地质特征研究[R].中石化西南分公司工程技术研究院,2009.
    [22]张景和,孙宗欣.地应力、裂缝测试技术在石油勘探开发中的应用[M].北京:石油工业出版社,2001.
    [23] Coaster S E . Rock Mechanics Related in Petroleum Engineering . DevelopmentPetroleum.Heience,1991.
    [24]徐开礼,朱志澄.构造地质学[M].北京:地质出版社,1989.
    [25]周文.川西致密储层现今地应力场特征及石油工程地质应用研究[D].成都理工大学博士学位论文,2006.
    [26]周文,高雅琴,单钰鸣,等.川西新场气田沙二段致密砂岩储层岩石力学性质[J].天然气工业,2008,28(2):34-37.
    [27]张保平,方竞,田国荣,等.就地应力条件下岩石静动态力学性质的研究[J].岩土力学,2004,25(3):396-402.
    [28]楼一珊,金业权.岩石力学与石油工程[M].北京:石油工业出版社,2006.
    [29]李志明,张金珠.地应力与油气勘探开发[M].北京:石油工业出版社,1997.
    [30]沈海超,程远方,王京印,等.主方向差应变地应力测量方法[J].新疆石油地质,2008,29(2):250-252.
    [31]石林,张旭东,金衍,等.深层地应力测量新方法[J].岩石力学与工程学报,2004,23(14):2355-2358.
    [32] LAVROV A.The Kaiser effect in rocks:principles and stress estimation techniques [J].International Journal of Rock Mechanics and Mining Sciences,2003,40(2):151-171.
    [33] SUNG O C.A decade’s hydro fracturing experiences of in-situ stress measurement for tunnel construction in Korea[J].Chinese Journal of Rock Mechanics and Engineering,2007,26(11):2200-2206.
    [34] FJAER E,HOLT R M,HORSRUD P.Petroleum related rock mechanics[M].Amsterdam:Elsevier Press,1992.
    [35] HUDSON J A,CORNET F H,CHISTIANSSON R.ISRM suggested method for rock stress estimation—partⅠ:strategy for rock stress estimation[J].International Journal of Rock Mechanics and Mining Sciences,2003,40(7/8):991-998.
    [36] Haimson B C, Voight B. Stress measurements in Iceland PAGEOPH Vol. 115 No1/21977.
    [37]单钰鸣,周文,童凯军,等.现今地应力场特征综合评价技术在川西XC气田深层中的应用[J].矿物岩石,2010,30(3):69-76.
    [38]夏宏泉,张元泽,陈平,等.碳酸盐岩地层破裂压力的测井预测研究[J].天然气工业,2004,24(8):32-35.
    [39]杨志彬,张国东,黄健林,等.川西新场地区须家河组工程地质特征及优快钻井对策研究[J].石油天然气学报,2008,30(6):278-281.
    [40]赵永强.成像测井综合分析地应力方向的方法[J].石油钻探技术,2009,37(6):39-43.
    [41]李宝泰.浅析陕北地层提高井壁稳定的泥浆处理工艺[J].西部探矿工程,2011年03期.
    [42]王桂华,徐同台.井壁稳定地质力学分析[J].钻采工艺,2005,28(2):7-10.
    [43]马天寿,陈颖杰,乔泉熙,等.春晓气田定向井井壁稳定的力学分析[J].西部探矿工程,2009年07期.
    [44]黄荣樽.地层破裂压力预测模式的探讨[J].华东石油学院学报,1984年04期.
    [45]刘波,刘振,孙光胜,等.大庆第一口聚驱水平井的储层深度预测[J].大庆石油地质与开发,2005,24(6):17-19.
    [46]周拿云,杨兆中.地层破裂压力预测技术综述[J].重庆科技学院学报,2011,13(1):36-38.
    [47]王晓旭.海拉尔地区三个地层压力的预测与计算[J].探矿工程,2010,37(8):13-17.
    [48]刘鑫,刘从菁,刘同斌,等.相位对斜井射孔破裂压力的影响[J].天然气工业,2010,30(3):55-56.
    [49]刘其明,蒋祖军,钟水清,等.中江地区井壁力学稳定性研究[J].钻采工艺,2006,29(5):27-29.
    [50]慈建发,何世明,李荣,等.钻前井壁力学稳定性研究[J].天然气工业,2006,26(6):107-111.
    [51]邓金根,刘杨,蔚宝华,等.高温高压地层破裂压力预测方法[J].石油钻探技术,2009,37(5):43-46.
    [52]谭强,邓金根,张勇,等.各向异性地层定向井井壁坍塌压力计算方法[J].断块油气田,2010,17(5):608-610.
    [53]张公社,李永康,尹俊禄,等.沁水盆地煤层气井坍塌压力预测[J].石油钻采工艺,2010,32(4):96-98.
    [54]金衍,齐自立,陈勉,等.水平井试油过程裂缝性储层失稳机理[J].石油学报,2011,32(2):295-298.
    [55]何卫滨,刘翰宇,黄峰,等.苏里格气田定向井井壁稳定性分析研究[J].石油地质与工程,2011,25(1):98-100.
    [56]刘之的.不同地应力条件下定向井地层坍塌压力变化规律分析[J].天然气地球科学,2010,21(1):107-111.
    [57]蒋金宝,杜文军,张瑞英.BZ25-1油田井壁稳定性分析[J].钻采工艺,2010,33(2):12-14.
    [58]李培超,李培伦,曹丽杰.斜井坍塌压力计算公式的理论研究[J].上海工程技术大学学报,2010,24(1):1-4.
    [59]王晓,周文,谢润成,等.DY地区须家河组地层井壁稳定性评价[J].复杂油气藏,2010,3(3):69-72.
    [60]沈少峰,王海彦.三向应力状态分析的图解法[J].强度与环境,2001年04期.
    [61]李雷,陈尚星,崔江丽,等.岩石三轴抗剪强度的计算[J].华北水利水电学院学报,2002,23(4):46-48.
    [62]齐从丽,钟敬敏,钟水清.川西深层井壁稳定及参数敏感性研究[J].钻采工艺,2007,30(6):19-21.
    [63]刘之的,夏宏泉,陈平.岩石泊松比的测井计算方法研究[J].测井技术,2004,28(6):508-510.
    [64]栾鑫.浅谈井斜校正对构造成图精度的影响[J].大庆石油地质与开发,2008,27(4):120-122.
    [65]王高成,林承焰,郭玲,等.Execl宏在井斜数据计算中的应用[J].物探化探计算技术,2008,30(6):494-499.
    [66]钟敬敏,夏宏泉.海上钻探地层压力的测井预测方法[J].国外测井技术,2004,19(2):24-26.
    [67]夏宏泉,钟敬敏,石晓兵,等.海上钻探地层压力预测方法[J].天然气工业,2004,24(11):73-75.

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