Pore-network modelling of transverse dispersion in porous media under non-Darcy flow conditions

被引:6
作者
El-Zehairy, A. A. [1 ]
Abdel-Gawad, H. A. A. [1 ]
机构
[1] Mansoura Univ, Fac Engn, Irrigat & Hydraul Engn Dept, Mansoura 35516, Egypt
关键词
Non-Darcy flow; Dispersion; Inertial flow; Pore-network modeling; Solute transport; Porous media; VISUALIZATION EXPERIMENTS; LATERAL DISPERSION; SOLUTE TRANSPORT; PECLET NUMBERS; PACKED-BEDS; COEFFICIENTS; SIMULATION; FLUID; GROUNDWATER; DILUTION;
D O I
10.1016/j.advwatres.2024.104626
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
This work is concerned, for the first time, with estimating the transverse dispersion coefficient under non-Darcy laminar flow conditions in porous media using pore-network modeling. The pore-network modelling approach and the mixed cell method are adopted to simulate both the steady laminar flow and the transient transport of solute for Berea and Bentheimer sandstone samples. For non-Darcy flow, the inertial effect is attributed to the quadratic increase of the pore throat mean velocity, which is embedded in the pressure head losses at either expansion or contraction located at the two ends of any pore throat. A time dependent function, based on both Pe ' clet number and average residence time within the pore throat, is used to incorporate the effect of nonuniform pore throat velocity in the dispersion coefficient. A restrictive upper limit of the time step interval is introduced to prevent numerical overshoots of the concentrations calculated over time. For the same pressure gradient through the sample, the results show a decrease in both Pe ' clet number and the coefficient of transverse dispersion in case of adopting the non-Darcy flow condition instead of the Darcy flow one. The percentage of decrease is up to 20 % for the maximum applied pressure gradient through the sample.
引用
收藏
页数:17
相关论文
共 105 条
[1]   Pressure drop caused by abrupt flow area changes in small channels [J].
Abdelall, FF ;
Hahn, G ;
Ghiaasiaan, SM ;
Abdel-Khalik, SI ;
Jeter, SS ;
Yoda, M ;
Sadowski, DL .
EXPERIMENTAL THERMAL AND FLUID SCIENCE, 2005, 29 (04) :425-434
[2]   Approaches for modeling longitudinal dispersion in pore-networks [J].
Acharya, R. C. ;
Van der Zee, S. E. A. T. M. ;
Leijnse, A. .
ADVANCES IN WATER RESOURCES, 2007, 30 (02) :261-272
[3]   Pore-scale simulation of dispersion and reaction along a transverse mixing zone in two-dimensional porous media [J].
Acharya, Ram C. ;
Valocchi, Albert J. ;
Werth, Charles J. ;
Willingham, Thomas W. .
WATER RESOURCES RESEARCH, 2007, 43 (10)
[4]   Transport modeling of nonlinearly adsorbing solutes in physically heterogeneous pore networks [J].
Acharya, RC ;
Van der Zee, SEATM ;
Leijnse, A .
WATER RESOURCES RESEARCH, 2005, 41 (02) :1-11
[5]   Investigation of longitudinal and transverse dispersion in stable displacements with a high viscosity and density contrast between the fluids [J].
Alkindi, Abdullah ;
Al-Wahaibi, Yahya ;
Bijeljic, Branko ;
Muggeridge, Ann .
JOURNAL OF CONTAMINANT HYDROLOGY, 2011, 120-21 :170-183
[6]   LAMINAR DISPERSION IN CAPILLARIES .I. MATHEMATICAL ANALYSIS [J].
ANANTHAK.V ;
GILL, WN ;
BARDUHN, AJ .
AICHE JOURNAL, 1965, 11 (06) :1063-&
[7]   ON THE DISPERSION OF A SOLUTE IN A FLUID FLOWING THROUGH A TUBE [J].
ARIS, R .
PROCEEDINGS OF THE ROYAL SOCIETY OF LONDON SERIES A-MATHEMATICAL AND PHYSICAL SCIENCES, 1956, 235 (1200) :67-77
[8]   A transport phase diagram for pore-level correlated porous media [J].
Babaei, M. ;
Joekar-Niasar, V. .
ADVANCES IN WATER RESOURCES, 2016, 92 :23-29
[9]   NUMERICAL AND EXPERIMENTAL RESULTS ON DISPERSION OF A SOLUTE IN A FLUID IN LAMINAR FLOW THROUGH A TUBE [J].
BAILEY, HR ;
GOGARTY, WB .
PROCEEDINGS OF THE ROYAL SOCIETY OF LONDON SERIES A-MATHEMATICAL AND PHYSICAL SCIENCES, 1962, 269 (1338) :352-&
[10]   A Predictive Pore-Scale Model for Non-Darcy Flow in Porous Media [J].
Balhoff, Matthew T. ;
Wheeler, Mary F. .
SPE JOURNAL, 2009, 14 (04) :579-587