岩性油气藏 ›› 2026, Vol. 38 ›› Issue (1): 7888.doi: 10.12108/yxyqc.20260107
田文忠1(
), 乔林1, 袁剑1, 李兴文1, 向雷1, 王长城2(
), 芦刚2, 卢喜和2
TIAN Wenzhong1(
), QIAO Lin1, YUAN Jian1, LI Xingwen1, XIANG Lei1, WANG Changcheng2(
), LU Gang2, LU Xihe2
摘要:
结合地震、测井解释资料,建立了“多尺度地震沉积学分析-测井约束波阻抗反演-砂体厚度验证”三位一体的薄砂岩储层表征技术体系;并通过地震属性分析、分频RGB融合、波形聚类分析,刻画了川西坳陷侏罗系蓬莱镇组二段沉积微相及河道砂体的平面展布特征。研究结果表明:①川西坳陷侏罗系蓬莱镇组二段储层主要为水下分流河道砂体,测井响应特征为“低伽马箱形”,地震响应特征为“一个强波峰及与之对应的强波谷反射”,等时地层格架的建立和井-震一致的等时对比可提高地层解释精度。②研究区蓬莱镇组二段沉积微相主要为水下分流河道及分流河道间湾,JP33-1小层为水下分流河道沉积,发育北东—南西向、东—西向 2 条河道,其中,北东—南西向河道发育较宽且厚度较大,为下一步勘探开发的重点区域。③研究区蓬莱镇组二段水下分流河道砂体具有“中—低阻抗”的地球物理响应特征,基于“多尺度地震沉积学分析-测井约束波阻抗反演-砂体厚度验证”一体的薄砂岩储层表征技术体系预测砂体厚度准确性较高,反演预测厚度与测井解释厚度相关性达 0.886 5,主河道砂体厚度大,为10~20 m,分流河道砂体厚度小,为 5~10 m。
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