PRESSURE AND TEMPERATURE EVOLUTION IN SEDIMENTARY BASINS

被引:42
作者
WANGEN, M
机构
[1] Institutt for Energiteknikk, Kjeller, N-2007
关键词
COMPACTION; HEAT TRANSFER; MOVING BOUNDARIES; SEDIMENTARY BASINS; WATER FLOW;
D O I
10.1111/j.1365-246X.1992.tb02095.x
中图分类号
P3 [地球物理学]; P59 [地球化学];
学科分类号
0708 ; 070902 ;
摘要
This article is about what influence continuous sedimentation has on the excess pressure, compaction and temperature in a sedimentary basin. We give an answer in terms of two dimensionless numbers LAMBDA-0 and LAMBDA-1, which characterize the pressure and the temperature solution respectively. LAMBDA-1 = 1 is shown to define a transitional zone between excess pressured basins (with low compaction) and hydrostatic basins (with high compaction). The LAMBDA-0 parameter generalizes earlier results of Gibson. The most important physical parameter in LAMBDA-0 is the ratio between the permeability and the sedimentation rate. By means of LAMBDA-0 we can quantify when 'high' sedimentation rates and 'low' permeability yield high excess pressures. This analysis is based on the porosity given by formulae of the form phi = phi(alpha-p(s)), where p(s) is the effective stress, and alpha is some scaling factor. In an analogous manner, LAMBDA-1 = 1 defines a transitional zone when moving boundary effects become marked on the temperature. The most important parameter in LAMBDA-1 is the ratio between alpha and the sedimentation rate. Simulation results are obtained by solving dimensionless pressure and temperature equations. The numerical pressure solution is compared with the exact solution given by Gibson, and is shown to be in excellent accordance.
引用
收藏
页码:601 / 613
页数:13
相关论文
共 18 条
[1]  
Athy LF., 1930, AAPG BULL, V14, P1
[2]   A NUMERICAL-MODEL OF COMPACTION-DRIVEN GROUNDWATER-FLOW AND HEAT-TRANSFER AND ITS APPLICATION TO THE PALEOHYDROLOGY OF INTRACRATONIC SEDIMENTARY BASINS [J].
BETHKE, CM .
JOURNAL OF GEOPHYSICAL RESEARCH-SOLID EARTH AND PLANETS, 1985, 90 (NB8) :6817-6828
[3]   LINEAR AND NONLINEAR SOLUTIONS FOR ONE-DIMENSIONAL COMPACTION FLOW IN SEDIMENTARY BASINS [J].
BETHKE, CM ;
CORBET, TF .
WATER RESOURCES RESEARCH, 1988, 24 (03) :461-467
[4]  
BREDEHOE.JD, 1968, GEOL SOC AM BULL, V79, P1097, DOI 10.1130/0016-7606(1968)79[1097:OTMOAF]2.0.CO
[5]  
2
[6]   PERMEABILITY OF UNCONSOLIDATED AND CONSOLIDATED MARINE SEDIMENTS, GULF OF MEXICO [J].
BRYANT, WR ;
HOTTMAN, W ;
TRABANT, P .
MARINE GEOTECHNOLOGY, 1975, 1 (01) :1-14
[7]   THERMAL EFFECTS OF COMPACTION-DRIVEN GROUNDWATER-FLOW FROM OVERTHRUST BELTS [J].
DEMING, D ;
NUNN, JA ;
EVANS, DG .
JOURNAL OF GEOPHYSICAL RESEARCH-SOLID EARTH AND PLANETS, 1990, 95 (B5) :6669-6683
[8]  
Gibson R.E., 1958, GEOTECHNIQUE, V8, P171, DOI DOI 10.1680/GEOT.1958.8.4.171
[9]   THE THEORY OF ONE-DIMENSIONAL CONSOLIDATION OF SATURATED CLAYS .2. FINITE NON-LINEAR CONSOLIDATION OF THICK HOMOGENEOUS LAYERS [J].
GIBSON, RE ;
SCHIFFMAN, RL ;
CARGILL, KW .
CANADIAN GEOTECHNICAL JOURNAL, 1981, 18 (02) :280-293
[10]   SHALE COMPACTION AND STATISTICAL PHYSICS [J].
KORVIN, G .
GEOPHYSICAL JOURNAL OF THE ROYAL ASTRONOMICAL SOCIETY, 1984, 78 (01) :35-50