Earth Science Frontiers ›› 2025, Vol. 32 ›› Issue (5): 113-130.DOI: 10.13745/j.esf.sf.2025.8.57
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YUE Dali1,2,3(), LI Wei1,2,*(
), WANG Wurong1,2, WU Shenghe1,2,3, LI Honghui1,2, LIU Jingyang1,2, LIU Lei1,2,3, XU Zimo1,2, LIN Jin1,2, WU Guangzhen1,2
Received:
2025-08-15
Revised:
2025-08-18
Online:
2025-09-25
Published:
2025-10-14
Contact:
LI Wei
CLC Number:
YUE Dali, LI Wei, WANG Wurong, WU Shenghe, LI Honghui, LIU Jingyang, LIU Lei, XU Zimo, LIN Jin, WU Guangzhen. Advances and prospects of meandering river sedimentary architecture research[J]. Earth Science Frontiers, 2025, 32(5): 113-130.
Fig.5 Point bar, abandoned channel, and lateral accretion shale drapes along a tributary of the Hailar River, northern shore of Hulun Lake, Hailar Basin. Modified after [18].
经验公式 | 符号含义 | 相关系数(R) | 文献来源 |
---|---|---|---|
W=6.8h1.54 | W:满岸宽度;h:满岸厚度 | [ | |
W*=2/3W | W:满岸宽度;W*:单一侧积体宽度 | [ | |
D=D*×0.585/0.9 | D:河道满岸深度;D*:砂体平均厚度 | [ | |
λm=10.9W1.01 | W:满岸宽度;λm:曲流波长;rm:曲率半径;A:振幅 | [ | |
λm=4.7${r}_{m}^{0.98}$ | |||
A=2.7W1.1 | |||
Wm=7.44W1.01 | W:活动河道宽度;Wm单一曲流带宽度 | 0.93 | [ |
L=0.853 1×lnW+2.453 1 | W:满岸宽度;L:点坝长度 | 0.93 | [ |
Wd=3.631 9W+40.612 | Wd:点坝跨度;W:满岸宽度 | 0.98 | [ |
Wp=2.42L+622.41 | Wp:点坝宽度;L:点坝长度 | 0.94 | [ |
hm=2.9Sm | hm:沙丘高度;Sm:交错层组厚度;d:水深 | [ | |
d/hm=6~10 | |||
WPB=1.33${W}_{m}^{0.90}$ | Wm:曲流带宽度;WPB:点坝宽度 | 0.84 | [ |
Table 1 Common quantitative architecture models of meandering rivers
经验公式 | 符号含义 | 相关系数(R) | 文献来源 |
---|---|---|---|
W=6.8h1.54 | W:满岸宽度;h:满岸厚度 | [ | |
W*=2/3W | W:满岸宽度;W*:单一侧积体宽度 | [ | |
D=D*×0.585/0.9 | D:河道满岸深度;D*:砂体平均厚度 | [ | |
λm=10.9W1.01 | W:满岸宽度;λm:曲流波长;rm:曲率半径;A:振幅 | [ | |
λm=4.7${r}_{m}^{0.98}$ | |||
A=2.7W1.1 | |||
Wm=7.44W1.01 | W:活动河道宽度;Wm单一曲流带宽度 | 0.93 | [ |
L=0.853 1×lnW+2.453 1 | W:满岸宽度;L:点坝长度 | 0.93 | [ |
Wd=3.631 9W+40.612 | Wd:点坝跨度;W:满岸宽度 | 0.98 | [ |
Wp=2.42L+622.41 | Wp:点坝宽度;L:点坝长度 | 0.94 | [ |
hm=2.9Sm | hm:沙丘高度;Sm:交错层组厚度;d:水深 | [ | |
d/hm=6~10 | |||
WPB=1.33${W}_{m}^{0.90}$ | Wm:曲流带宽度;WPB:点坝宽度 | 0.84 | [ |
Fig.10 RGB-blending map of the lower, middle, and upper inversion slices (a) and distribution of fluvial architecture elements of SDC2 in Chengdao Oilfield, Bohai Bay Basin (b). Modified after [7].
Fig.12 Architectural features of lateral accretion mudstone interlayers in meandering point bars and their influence on injected fluid displacement and remaining oil distribution. Adapted from [120].
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