Characteristics of in situ stress and its influence on coalbed methane development: A case study in the eastern part of the southern Junggar Basin, NW China

被引:19
作者
Fu, Haijiao [1 ,2 ]
Yan, Detian [1 ,2 ]
Yang, Shuguang [3 ]
Wang, Xiaoming [1 ,2 ]
Zhang, Zheng [1 ,2 ]
Sun, Mengdi [1 ,2 ]
机构
[1] China Univ Geosci, Key Lab Tecton & Petr Resources, Minist Educ, Wuhan, Hubei, Peoples R China
[2] China Univ Geosci, Fac Earth Resources, Wuhan 430074, Hubei, Peoples R China
[3] Xingjiang Coal Field Geol Bur, CBM Res & Dev Ctr, Xingjiang, Peoples R China
基金
中国国家自然科学基金;
关键词
CBM development; Junggar Basin; permeability; stress regime; vertical belting; ORDOS BASIN; RESERVOIR PERMEABILITY; PORE STRUCTURE; QINSHUI BASIN; MARGIN; EXPLORATION; TIANSHAN; BEHAVIOR; REGION; SHALE;
D O I
10.1002/ese3.533
中图分类号
TE [石油、天然气工业]; TK [能源与动力工程];
学科分类号
0807 ; 0820 ;
摘要
Based on 54 sets of well test data of 29 coalbed methane (CBM) wells, the distribution characteristic of in situ stress in the eastern part of the southern Junggar Basin and its control on permeability (K), reservoir pressure (P-o), and gas content (G) were discussed systematically. The results show that three types of in situ stress regime exist and are converted corresponding to a certain depth, (1) <600 m is the strike-slip fault regime (sigma(H) > sigma(v) > sigma(h)); (2) 600-1050 m is the stress transition zone (sigma(H) approximate to sigma(v) > sigma(h)); and (3) >1050 m is the normal fault regime (sigma(v) > sigma(H)>sigma(h)). Regionally, with depths < 1050 m, stress regime also changes from west to east, that is, sigma(H) > sigma(v) > sigma(h) type in the western Miquan, sigma(H) approximate to sigma(v) > sigma(h) type in the middle Fukang, and sigma(v) > sigma(H) > sigma(h) type in the eastern Jimushaer, respectively. Controlled by stress regime and vertical belting, coal K shows a trend of "remarkably decreased, rebounded increase and greatly decreased," and two decreasing stages ( 1050 m) are mainly influenced by horizontal stress and vertical stress, respectively. Taking a burial depth of 1000-1150 m as a boundary, the relationship between G and depth converts from "continually increasing" to "gradually decreasing," which is in good agreement with the converted interface of stress regime from sigma(H) approximate to sigma(v) > sigma(h) type to sigma(v) > sigma(H) > sigma(h) type. Taking the converted interfaces of G (1000-1150 m), K (800 m), and the prediction depth of the weathered zone (400 m) into consideration, CBM development potential in the study area can be divided into three grades, that is, (1) 400-800 m (high K and medium G), (2) 800-1150 m in Miquan and 800-1000 m in Fukang (medium K and high G), and (3) >1150 m in Miquan and >1000 m in Fukang (low K and poor G). Overall, a key CBM development breakthrough will most likely be made in the study area within the scope of 600-800 m due to the better G and higher K.
引用
收藏
页码:515 / 529
页数:15
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