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异常高压碳酸盐岩油藏应力敏感实验评价——以滨里海盆地肯基亚克裂缝-孔隙型低渗透碳酸盐岩油藏为例
引用本文:赵伦,陈烨菲,宁正福,范子菲,吴学林,刘丽芳,陈希.异常高压碳酸盐岩油藏应力敏感实验评价——以滨里海盆地肯基亚克裂缝-孔隙型低渗透碳酸盐岩油藏为例[J].石油勘探与开发,2013,40(2):194-200.
作者姓名:赵伦  陈烨菲  宁正福  范子菲  吴学林  刘丽芳  陈希
作者单位:1. 中国石油勘探开发研究院
2. 中国石油大学北京石油天然气工程学院
3. 中国石油勘探开发研究院廊坊分院
基金项目:国家科技重大专项“深水钻完井及其救援井应用技术研究”(2011ZX05026-001-04-20120523);国家科技重大专项“荔湾3-1气田表层套管下深及下入工艺研究”(2008ZX05056-002-03-01);国家自然科学基金项目“深水钻井表层导管喷射钻进机理研究”(51274215)
摘    要:根据滨里海盆地肯基亚克盐下异常高压碳酸盐岩油藏储集层特征,制备人造岩心,研究基质岩心、不充填裂缝性岩心、半充填裂缝性岩心以及全充填裂缝性岩心的应力敏感特征.实验采取气测法,实验中首先逐级增加人造岩心样品围压,然后逐级降压,稳定后测定每个压力点的孔隙度和渗透率,以分析岩心的应力敏感性.结果表明,4种岩心应力敏感性由强到弱依次为:不充填裂缝性岩心、半充填裂缝性岩心、全充填裂缝性岩心、基质岩心.随着岩心裂缝充填程度降低,岩心渗透率的应力敏感性增强,渗透率恢复程度降低;随着压力的恢复,基质岩心和全充填裂缝性岩心孔隙度和渗透率恢复程度较高,岩心表现为弹塑性特征,而半充填和不充填裂缝性岩心孔隙度和渗透率恢复程度较低,表现为塑性特征;随围压的增加,孔隙度、渗透率变化呈现较好的指数变化规律.图9表6参20

关 键 词:碳酸盐岩  异常高压  应力敏感  裂缝充填  渗透率变化

Stress sensitive experiments for abnormal overpressure carbonate reservoirs: A case from the Kenkiyak low-permeability fractured-porous oilfield in the littoral Caspian Basin
Zhao Lun,Chen Yefei,Ning Zhengfu,Fan Zifei,Wu Xuelin,Liu Lifang and Chen Xi.Stress sensitive experiments for abnormal overpressure carbonate reservoirs: A case from the Kenkiyak low-permeability fractured-porous oilfield in the littoral Caspian Basin[J].Petroleum Exploration and Development,2013,40(2):194-200.
Authors:Zhao Lun  Chen Yefei  Ning Zhengfu  Fan Zifei  Wu Xuelin  Liu Lifang and Chen Xi
Affiliation:Key Laboratory for Petroleum Engineering of the Ministry of Education, China University of Petroleum, Beijing 102249, China;Key Laboratory for Petroleum Engineering of the Ministry of Education, China University of Petroleum, Beijing 102249, China;Key Laboratory for Petroleum Engineering of the Ministry of Education, China University of Petroleum, Beijing 102249, China;Key Laboratory for Petroleum Engineering of the Ministry of Education, China University of Petroleum, Beijing 102249, China;CNOOC Research Center, Beijing 100027, China;CNOOC Research Center, Beijing 100027, China;CNOOC Deepwater Development LTD, Shenzhen 518000, China
Abstract:In view of the absence of a theoretical model for choosing the bit stick-out in deepwater conductor jetting operation, and the existing operational blindness and risks, a bit stick-out calculation model was built up through theoretical derivation and field tests to provide the theoretical basis for the design of reasonable bit stick-out. Theoretical analysis assumes that bit stick-out is the best when the upper edge of the jet flow sprayed from the bit nozzle tip is internally tangent to the lower edge of surface conductor, based on which a formula to calculate the reasonable bit stick-out was derived, and the rationality of the theoretical assumption and correctness of calculation model were proved through field tests. Field test results show that the conductor running speed is in positive correlation with bit stick-out, while the restoration of friction between the conductor and surrounding soil body is in negative correlation with bit stick-out. The calculation model was applied in the drilling operation of 12 deepwater wells in the South China Sea and got good application effects. It saved 14.96 h per well on average, enhanced operational efficiency, and met the safety requirements at the same time.
Keywords:deepwater  jetting  surface conductor  bit stick-out  calculaiton model  field test  
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