A poroelastic reservoir model for predicting subsidence and mapping subsurface pressure fronts

被引:59
作者
Du, J
Olson, JE
机构
[1] Pinnacle Technol Inc, San Francisco, CA 94103 USA
[2] Univ Texas, Dept Petr & Geosys Engn, Austin, TX 78712 USA
关键词
surface subsidence; reservoir compaction; linear inversion; penalty function technique; center of dilatation source; poroelasticity;
D O I
10.1016/S0920-4105(01)00131-0
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
A forward model was constructed to numerically predict surface subsidence and reservoir compaction following the approach of Segall [Pure Appl. Phys. 139 (1992) 536]. A nucleus of poroelastic strain is numerically integrated over a rectangular prism assuming constant pressure change. This fundamental geometry allows a reservoir to be divided into many small cubic blocks in a manner similar to reservoir simulation. The subsidence and compaction effects of the pressure chan-e throughout the reservoir are calculated by the superposition of results from each individual block. Using forward modeling, pressure boundary conditions can be acquired from pressure test data or reservoir simulation predictions. An inversion model also was developed that can track pressure fronts in a subsurface reservoir using surface displacements. The capability of the inversion model was demonstrated using synthetic examples of one-well and four-well cases with different layouts of surface observation locations. The impact of noise on the inversion result is also included. (C) 2001 Elsevier Science B.V. All rights reserved.
引用
收藏
页码:181 / 197
页数:17
相关论文
共 25 条
[1]   NUMERICAL-SIMULATION OF A COMPACTING RESERVOIR [J].
ABDULRAHEEM, A ;
ZAMAN, M ;
ROEGIERS, JC .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES & GEOMECHANICS ABSTRACTS, 1993, 30 (07) :1299-1302
[2]  
[Anonymous], SPE AAPG W REG M LON
[3]  
BOWERSOX JR, 1990, FIELD TRIP GUIDEBOOK, V64, P225
[4]  
BRUNO MS, 1992, 33 US S ROCK MECH SA, V33, P263
[5]   Monitoring and modeling land subsidence at the Cerro Prieto geothermal field, Baja California, Mexico, using SAR interferometry [J].
Carnec, C ;
Fabriol, H .
GEOPHYSICAL RESEARCH LETTERS, 1999, 26 (09) :1211-1214
[6]   NUMERICAL-SIMULATION OF SHEAR-INDUCED COMPACTION IN THE EKOFISK RESERVOIR [J].
CHIN, L ;
BOADE, RR ;
PREVOST, JH ;
LANDA, GH .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 1993, 30 (07) :1193-1200
[7]  
Detournay E., 1993, COMPREHENSIVE ROCK E, P113, DOI [DOI 10.1016/B978-0-08-040615-2.50011-3, 10.1016/b978-0-08-040615-2.50011-3, 10.1016/B978-0-08-040615-2.50011-3]
[8]   INCREMENTAL GROWTH OF A SHALLOW HYDRAULIC FRACTURE AT A WASTE REMEDIATION SITE, OAKBROOK, ILLINOIS FROM INVERSION OF ELEVATION CHANGES [J].
DU, YJ ;
AYDIN, A ;
MURDOCH, L .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES & GEOMECHANICS ABSTRACTS, 1993, 30 (07) :1273-1279
[9]  
DU YJ, 1992, B SEISMOL SOC AM, V82, P1840
[10]  
FOURMAINTRAUX DM, 1994, EUROCK SPE ISRM ROCK, P549