Characterization of waterflood saturation profile histories by the 'complete' capillary number

被引:63
作者
Dong, MZ [1 ]
Dullien, FAL [1 ]
Zhou, J [1 ]
机构
[1] Univ Waterloo, Dept Chem Engn, Waterloo, ON N2L 3G1, Canada
关键词
capillarity; capillary number; waterflood; saturation profile history; imbibition; sandpack;
D O I
10.1023/A:1006565621860
中图分类号
TQ [化学工业];
学科分类号
0817 ;
摘要
A simple capillary model of free spontaneous imbibition and waterflood is introduced and used to interpret the 'complete' capillary number CA for immiscible displacement in porous media. The 'complete' capillary number is applied to characterize saturation profile histories obtained in sandpacks. Its value is equal to I in free spontaneous imbibition, and in a waterflood it is equal to the ratio of the water injection rate to the initial rate of free spontaneous imbibition. In situ saturation profiles in waterfloods in sandpacks at 1:1 viscosity ratio were determined by light transmission measurement. For CA much less than 1 capillary forces controlled and the saturation rose practically uniformly along the entire length of the model from the initial connate water saturation to the final value, corresponding to residual oil saturation. For CA much greater than 1 viscous forces controlled and there was a step change in saturation from the connate water to the residual oil value, advancing as a piston. At intermediate values of CA the saturation profiles were S-shaped curves. The saturation profile histories in two packs of different lengths of the same sand were identical, within experimental error, at the same values of CA in the two packs, if plotted against normalized distance coordinates. The saturation profile histories measured in packs of the same length of two very different sands A and B were found to be similar for values of CA in the ratio (CA)(B)/(CA)(A) approximate to 5, for all values of CA.
引用
收藏
页码:213 / 237
页数:25
相关论文
共 19 条
[1]  
[Anonymous], 49 COL STAT U
[2]   CAPILLARY HYPERDIFFUSION AS A TEST OF WETTABILITY [J].
BACRI, JC ;
ROSEN, M ;
SALIN, D .
EUROPHYSICS LETTERS, 1990, 11 (02) :127-132
[3]  
BACRI JC, 1985, J PHYS LETT-PARIS, V46, pL467, DOI 10.1051/jphyslet:019850046011046700
[4]   Mechanism of fluid displacement in sands [J].
Buckley, SE ;
Leverett, MC .
TRANSACTIONS OF THE AMERICAN INSTITUTE OF MINING AND METALLURGICAL ENGINEERS, 1942, 146 :107-116
[5]  
DONG M, 1997, IN PRESS TRANSPORT P
[6]  
DOUGLAS J, 1959, T AM I MIN MET ENG, V216, P297
[7]  
DOUGLAS J, 1958, PET T AIME, V213, P96
[8]  
Dullien F.A., 2012, Porous Media: Fluid Transport and Pore Structure
[9]  
Dullien FAL, 1988, CHEM ENG TECHNOL, V11, P407
[10]  
FAYERS FJ, 1959, T AM I MIN MET ENG, V216, P147