石油与天然气地质 ›› 2021, Vol. 42 ›› Issue (2): 509-521.doi: 10.11743/ogg20210219
收稿日期:
2019-02-25
出版日期:
2021-04-28
发布日期:
2021-04-21
第一作者简介:
夏钦禹(1991—),男,硕士、工程师,油气田开发地质。E-mail: 基金项目:
Qinyu Xia1,2(), Shenghe Wu2, Wenjie Feng3, Zhongbao Liu3
Received:
2019-02-25
Online:
2021-04-28
Published:
2021-04-21
摘要:
利用水槽沉积物理模拟再现了同生逆断层伴生褶皱影响下冲积扇的沉积过程,并进一步切片观察,分析了伴生褶皱影响下片状砂砾体和辫状水道的分布特征。在水槽沉积模拟的指导下,综合应用岩心、露头、密井网和地震资料,在同生逆断层伴生褶皱活动强度研究基础上,对准噶尔盆地西北缘湖湾区三叠系克拉玛依组下油组(克下组)冲积扇片状砂砾体和克上组辫状水道沉积构型进行识别,并依据露头定量规模和测井曲线标志对地下单一构型单元开展解剖,分析了同生逆断层伴生褶皱对片状砂砾体及辫状水道沉积过程、规模、方向以及叠置样式的控制作用。研究表明:近源端不发育伴生褶皱的区域为片状砂砾体优先沉积部位,片状砂砾体由主流方向向两侧迁移,单一片状砂砾体规模较大、侧向叠置程度较低,地下解剖单一片状砂砾体最小宽度约1 000 m,平均宽度1 400 m;在伴生褶皱边部和活动强度较小部位,片流砂砾体及辫状水道沿其绕流,并表现出由斜交物源方向向顺物源方向迁移的特点,单一片状砂砾体规模较小、侧向叠置程度较高,辫状水道呈交织条带状或宽带状,地下解剖单一片状砂砾体宽度最小为450 m,平均宽度1 000 m,单一辫状水道宽度150~350 m,厚1.5~8.1 m;在伴生褶皱活动强度较大部位无片状砂砾体沉积,辫状水道呈孤立窄带状,侧向连续性差,地下解剖单一辫状水道宽度80~120 m,厚1~4 m。
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