杨跃辉, 高广亮, 王芳, 李超锋, 万文瑾, 孙东生, 陈群策. 冀东南堡储气库射孔段分层地应力测量方法[J]. 油气储运, 2022, 41(9): 1029-1035. DOI: 10.6047/j.issn.1000-8241.2022.09.005
引用本文: 杨跃辉, 高广亮, 王芳, 李超锋, 万文瑾, 孙东生, 陈群策. 冀东南堡储气库射孔段分层地应力测量方法[J]. 油气储运, 2022, 41(9): 1029-1035. DOI: 10.6047/j.issn.1000-8241.2022.09.005
YANG Yuehui, GAO Guangliang, WANG Fang, LI Chaofeng, WAN Wenjin, SUN Dongsheng, CHEN Qunce. Layered in-situ stress measurement method for perforated interval of Nanpu Gas Storage, Jidong Oilfield[J]. Oil & Gas Storage and Transportation, 2022, 41(9): 1029-1035. DOI: 10.6047/j.issn.1000-8241.2022.09.005
Citation: YANG Yuehui, GAO Guangliang, WANG Fang, LI Chaofeng, WAN Wenjin, SUN Dongsheng, CHEN Qunce. Layered in-situ stress measurement method for perforated interval of Nanpu Gas Storage, Jidong Oilfield[J]. Oil & Gas Storage and Transportation, 2022, 41(9): 1029-1035. DOI: 10.6047/j.issn.1000-8241.2022.09.005

冀东南堡储气库射孔段分层地应力测量方法

Layered in-situ stress measurement method for perforated interval of Nanpu Gas Storage, Jidong Oilfield

  • 摘要: 地应力是确定地下储气库上、下限运行压力、地质体稳定性评价及库区断层活动性分析等方面的重要基础数据。介绍了射孔段分层地应力测量方法、测试设备及施工流程,并利用该方法实测获取冀东油田堡古2区块NP36-X井4 150.0~4 338.0 m测段深度范围内2个储层段和3个泥岩盖层段的最小主应力。结果表明:每个层段均进行3个以上回次的重复测试,多个回次的裂缝闭合压力具有较好一致性且相对误差均小于5%;利用多种裂缝闭合压力分析方法,确定NP36-X井泥岩盖层内最小主应力介于72.40~74.27 MPa;利用裂缝扩展压力和注入流量综合确定高渗储层的最小主应力介于54.89~60.25 MPa。该方法是在老井射孔段分层地应力测量方法上的探索,基于裂缝扩展压力和注入流量的现场应用试验,可在一定程度上弥补经典水压致裂地应力测量方法不适用于高渗地层的缺憾。

     

    Abstract: In-situ stress is an important basic data for determining the top and bottom limit of operating pressure of underground gas storage, evaluating the stability of geological body and analyzing the fault activity in the storage area. Herein, the layered in-situ stress measurement method, test equipment and construction process of perforated interval were briefly introduced, and the minimum principal stresses of 2 reservoir sections and 3 mudstone caprock sections in the depth range of 4 150.0 m to 4 338.0 m of Well NP36-X in Pugu-2 Block of Jidong Oilfield were measured with this method. As shown by the results, the tests were repeated over 3 times for each section, and the fracture shut-in pressure in multiple tests had good consistency with the relative error less than 5%. Besides, the minimum principal stress in the mudstone caprock of Well NP36-X was determined to be 72.40 MPa to 74.27 MPa with various fracture shut-in pressure analysis methods. Moreover, the minimum principal stress of high permeability formation was comprehensively determined to be 54.89 MPa to 60.25 MPa with the fracture extension pressure and the injection flow. As an exploration based on the in-situ stress measurement method for the perforated interval of old wells, this method, especially the field application test based on the fracture extension pressure and the injection flow, can partly compensate the insufficiency that the classical in-situ stress measurement method of hydraulic fracturing is not applicable to the high permeability formation.

     

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