基于各向异性致密砂岩油地震岩石物理模型的脆性指数研究
Saved in:
Published in: | 应用地球物理:英文版 Vol. 12; no. 1; pp. 11 - 22 |
---|---|
Main Author: | |
Format: | Journal Article |
Language: | English |
Published: |
2015
|
Subjects: | |
Online Access: | Get full text |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Bibliography: | 11-5212/O brittleness index; tight-oil sandstone reservoirs; seismic rock physics model; brittleness sensitivity; anisotropy Huang Xin-Rui;Huang Jian-Ping;Li Zhen-Chun;Yang Qin-Yong;Sun Qi-Xing;Cui Wei (1. School of Geoscience of China University of Petroleum (East China), Qingdao 266580, China. 2. Sinopec Geophysical Research Institute, Nanjing 211103, China.) Brittleness analysis becomes important when looking for sweet spots in tightoil sandstone reservoirs. Hence, appropriate indices are required as accurate brittleness evaluation criteria. We construct a seismic rock physics model for tight-oil sandstone reservoirs with vertical fractures. Because of the complexities in lithology and pore structure and the anisotropic characteristics of tight-oil sandstone reservoirs, the proposed model is based on the solid components, pore connectivity, pore type, and fractures to better describe the sandstone reservoir microstructure. Using the model, we analyze the brittleness sensitivity of the elastic parameters in an anisotropic medium and establish a new brittleness index. We show the applicability of the proposed brittleness index for tight-oil sandstone reservoirs by considering the brittleness sensitivity, the rock physics response characteristics, and cross-plots. Compared with conventional brittleness indexes, the new brittleness index has high brittleness sensitivity and it is the highest in oil-bearing brittle zones with relatively high porosity. The results also suggest that the new brittleness index is much more sensitive to elastic properties variations, and thus can presumably better predict the brittleness characteristics of sweet spots in tight-oil sandstone reservoirs. |
---|---|
ISSN: | 1672-7975 1993-0658 |