新疆石油地质 ›› 2025, Vol. 46 ›› Issue (3): 280-287.doi: 10.7657/XJPG20250304

• 油气勘探 • 上一篇    下一篇

苏里格气田二叠系山西组曲流河储集层岩相与构型

马志欣a,b(), 李进步a,b, 付斌a,b, 白慧a,b, 李浮萍a,b, 马生晖a,b, 贾金娥c   

  1. 中国石油 长庆油田分公司 a.勘探开发研究院;b.低渗透油气田勘探开发国家工程实验室;c.第三采气厂,西安 710018
  • 收稿日期:2024-11-20 修回日期:2024-12-16 出版日期:2025-06-01 发布日期:2025-06-13
  • 作者简介:马志欣(1982-),男,河北石家庄人,高级工程师,硕士,油气田开发地质,(Tel)029-86978173(Email)mzx_cq@petrochina.com.cn
  • 基金资助:
    中国石油重大科技专项(2023ZZ25YJ01);中国石油老气田“压舱石工程”关键技术研究与示范(2023YQX10302)

Lithofacies and Architecture of Meandering River Reservoirs in Permian Shanxi Formation, Sulige Gas Field

MA Zhixina,b(), LI Jinbua,b, FU Bina,b, BAI Huia,b, LI Fupinga,b, MA Shenghuia,b, JIA Jin’ec   

  1. PetroChina Changqing Oilfield Company, a.Research Institute of Exploration and Development; b.National Engineering Laboratory for Exploration and Development of Low-Permeability Oil & Gas Fields; c.No. 3 Gas Production Plant, Xi’an, Shaanxi 710018, China
  • Received:2024-11-20 Revised:2024-12-16 Online:2025-06-01 Published:2025-06-13

摘要:

常规曲流河储集层表征通常利用直井密井网资料,缺少井间资料,导致曲流河构型单元平面组合不可靠。以苏里格气田二叠系山西组为钻探目标的SSF-AH水平井+大井组为例,利用水平井和直井资料进行曲流河储集层岩相识别及构型解剖。结果表明:研究区岩相划分为4类,从Ⅰ类到Ⅳ类,沉积时期水动力逐渐减弱,Ⅰ类和Ⅱ类是主要的含气岩相,Ⅲ类和Ⅳ类岩相多不含气;水平井钻遇曲流河储集层构型单元组合模式主要有横跨式、纵跨式和穿越式3种;曲流河河道砂体宽度为900~1 100 m,边滩砂体长度为650~800 m,平均为720 m,边滩砂体宽度为800~1 000 m,平均为910 m,废弃河道宽度小于100 m;边滩砂体通常由4~5期侧积砂体构成,侧积体厚度为0.4~1.5 m,平面宽度为120~220 m;侧积泥岩厚度为0.2~0.4 m,垂向密度为0.5~0.8条/m,平面密度为0.011条/m。利用水平井+大井组资料能够提高构型表征结果的精度。

关键词: 鄂尔多斯盆地, 苏里格气田, 山西组, 曲流河, 岩相, 构型单元, 水平井

Abstract:

Conventional characterization of meandering river reservoirs typically relies on data from densely-spaced vertical wells, but insufficient inter-well data results in unreliable planar combinations of architectural elements. Taking the SSF-AH horizontal well + large well group targeting the Permian Shanxi formation in Sulige gas field as an example, and by integrating horizontal and vertical well data, the lithofacies of the meandering river reservoirs were identified, and the reservoir architecture was analyzed. The results demonstrate that the lithofacies in the study area can be classified into four types. Type Ⅰ to Ⅳ shows a gradually decreasing hydrodynamic force during deposition. Types Ⅰ and Ⅱ constitute the main gas-bearing lithofacies, while Types Ⅲ and Ⅳ are generally non-productive. Three combination patterns of architectural elements of the meandering river reservoir are identified: transverse-spanning, longitudinal-spanning, and intercrossing. The sand bodies of the meandering river channels are 900-1 100 m wide; the sand bodies of point bars are 650-800 m long (avg. 720 m) and 800-1 000 m wide (avg. 910 m); and the width of abandoned channels are generally less than 100 m. The point bars are typically composed of 4-5 stages of lateral accretion sand bodies, with the thickness ranging from 0.4 to 1.5 m individually and the planar width ranging from 120 to 220 m. The lateral acceretion mudstones are 0.2-0.4 m thick, with a vertical density of 0.5-0.8 beds per meter and a planar density of 0.011 beds per meter. The integration of horizontal wells with large well groups can improve the accuracy of architecture characterization.

Key words: Ordos Basin, Sulige gas field, Shanxi formation, meandering river, lithofacies, architectural element, horizontal well

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