川深1井固井水泥浆高温沉降稳定性研究与应用
详细信息    查看全文 | 推荐本文 |
  • 英文篇名:Study and Application of High Temperature Settling Stability of Cementing Slurry Used in Cementing Well Chuanshen-1
  • 作者:李早元 ; 赵军 ; 王希勇 ; 郑冠一 ; 罗德明 ; 符铁松
  • 英文作者:LI Zaoyuan;ZHAO Jun;WANG Xiyong;ZHENG Guanyi;LUO Deming;FU Tiesong;State Key Laboratory of Oil and Gas Reservoir Geology and Exploration, Southwest Petroleum University;Research Institute of Engineering Technology Sinopec Southwest Oil & Gas Company;Well Cementing Branch of Sinopec Southwest Petroleum Engineering Company;
  • 关键词:固井 ; 水泥浆 ; 高温 ; 沉降稳定性 ; 现场应用
  • 英文关键词:Well cementing;;Risk appraisal well;;Ultra-deep well;;Cement slurry;;High temperature;;Settling stability;;Well Chuanshen-1
  • 中文刊名:ZJYW
  • 英文刊名:Drilling Fluid & Completion Fluid
  • 机构:西南石油大学油气藏地质及开发工程国家重点实验室;中国石化西南油气分公司工程技术研究院;中国石油化工股份有限公司西南石油工程公司固井分公司;
  • 出版日期:2019-05-30
  • 出版单位:钻井液与完井液
  • 年:2019
  • 期:v.36;No.199
  • 基金:国家重大专项研究项目“抗高温防气窜水泥浆关键技术”(2016ZX05021-005-009HZ)
  • 语种:中文;
  • 页:ZJYW201903013
  • 页数:7
  • CN:03
  • ISSN:13-1118/TE
  • 分类号:79-84+89
摘要
川深1井是一口超深风险探井,完钻井深高达8420 m,井底温度178℃,为保证固井质量,水泥浆高温沉降稳定性至关重要。论文结合水泥浆在井底的顶替和静止自由沉降过程,利用高温高压稠化停机实验结合浆杯底部沉降颗粒层的厚度,建立了水泥浆高温沉降稳定性测试评价方法。基于水泥浆高温沉降失稳机理分析,从液相和固相角度出发,基于红外光谱检测分析提出了有机聚合物液相外加剂耐温能力评价技术,结合环境扫描电镜微观结构观察探明了硅砂粗细搭配以及超细材料微硅、液硅、纳米SiO2以及胶乳对水泥浆高温沉降稳定性的影响及其作用机理。论文研究满足了1.90~2.30g/cm3水泥浆高温150~180℃沉降稳定性的要求,研究措施应用于川深1井五开油层尾管水泥浆体系设计中,水泥浆高温沉降稳定性良好,固井质量优良率88.1%。
        The well Chuanshen-1 is an ultra-deep exploratory well with completion depth of 8,420 m and bottom hole temperature of 178 ℃. The high temperature settling stability of the cement slurry is critical to the success of the cementing job. In laboratory experiment, the high temperature settling stability of a cement slurry was evaluated through HTHP thickening shutdown and measuring of the thickness of the settled particles on the bottom of the cement slurry cup. A technology of evaluating the high temperature stability of liquid organic polymer additive was developed using IR spectroscopy analysis and high temperature stability analysis of cement slurry. Using environmental scanning electron microscopy, the microstructure of cement slurry was studied, and the sizing of silica sands as well as the effects and mechanisms of ultra-fine micro sand, liquid silicon, nanophase SiO2 and latex on the high temperature stability of cement slurry was investigated. The settling of cement slurries with densities between 1.90 g/cm3 and 2.30 g/cm3 at 150 ℃–180 ℃ can be controlled using the technology studied. The technology has been applied in designing the cement slurry for cementing the 5 th interval tubing string of the well Chuanshen-1. The high temperature stability of the cement slurry was excellent and the rate of excellence of the cement job was 88.1%.
引文
[1]黄柏宗,李宝贵.模拟井下温度压力条件的水泥浆沉降稳定性研究[J].钻井液与完井液,2000,17(2):1-7.HUANG Bozong,LI Baogui.Study on settlement stability of cement slurry under simulated downhole temperature and pressure conditions[J].Drilling Fluid&Completion Fluid,2000,17(2):1-7.
    [2]段德松,黄瑞珍,王荷波.漂珠水泥浆体系稳定性研究[J].石油钻探技术,1995(s1):57-60.DUAN Desong,HUANG Ruizhen,WANG Hebo.Study on stability of floating bead cement slurry[J].Petroleum Drilling Techniques,1995(s1):57-60.
    [3]廖久明,赵立营,胡世军.低密度水泥浆稳定性的研究[J].钻采工艺,1997(1):66-69.LIAO Jiuming,ZHAO Liyin,HU Shijun.Study on the stability of low density cement slurry[J].Drilling&Production Technology,1997(1):66-69.
    [4]BERG S,NOOR S,BARNETT N,at el.Cementing high pressure formations in the Kingdom of Saudi Arabia[R].SPE 120802,2008.
    [5]WANG C,WANG R,LIH,etal.Design and performance evaluation of a unique deepwater cement slurry[J].SPE Drilling&Completion,2011,26(2).
    [6]黄柏宗.紧密堆积理论优化的固井材料和工艺体系[J].钻井液与完井液,2001,18(6):1-9.HUANG Bozong.Cementing material and process system optimized by tight packing theory[J].Drilling Fluid&Completion Fluid,2001,18(6):1-9.
    [7]于永金,刘硕琼,袁进平,et al.高温条件下水泥浆沉降稳定性的评价方法[J].钻井液与完井液,2011,28(6):52-54.YU Yongjin,LIU Shuoqiong,YUAN Jinping,et al.Evaluation method of settlement stability of cement slurry at high temperature[J].Drilling Fluid&Completion Fluid,2011,28(6):52-54.