Presentation is loading. Please wait.

Presentation is loading. Please wait.

What Determines Transport Behaviour in Different Porous Media?

Similar presentations


Presentation on theme: "What Determines Transport Behaviour in Different Porous Media?"— Presentation transcript:

1 What Determines Transport Behaviour in Different Porous Media?
What is the signature of flow / transport in porous media? What is impact of structural/flow heterogeneity? Science Applications Contaminant Transport Development of miscibility in CO2 storage in aquifers Mixing in CO2 injection in gas and light oil fields Branko Bijeljic, Ali Raeini, Peyman Mostaghimi and Martin Blunt Dept. of Earth Science and Engineering, Imperial College, London

2 Distributions vs. Average Values?
Networks Images Transport – Dispersion Sandpack Sandstone Carbonate Bijeljic , Muggeridge and Blunt, Water Resour. Res. (2004) Flow - Permeability Valvatne and Blunt, Water Resour. Res. (2004)

3 Physically Describe Heterogeneity: PDF of Transit Times in Image Voxels
y ( t) ~ t –(1+b) b = 0.7 Portland limestone Pe = uav L / Dm tb = t / t1b DL/Dm ~ t2b; 0 < b < 1 t1b = R /uav Bijeljic, Mostaghimi and Blunt, Phys. Rev. Lett., 2011 Truncated power-law with wide range of transit times across image voxels

4 NMR Flow Propagators : Displacement in non-Fickian Transport
t=0.106s; 0.2s;0.45s;1s;2s Beadpack P() Probability of displacement Bentheimer sandstone <>0 =uavt average displacement Portland carbonate Scheven et al.(2005)

5 Pore scale: Direct Simulation on micro-CT images
X ray microtomography Stokes equation Random walk diff adv X t dt + = ) , ( x r u 2 Ñ m p FVM , Open Foam (Raeini, Blunt & Bijeljic, J. Comp. Phys., 2012) (Mostaghimi, Bijeljic & Blunt, SPE Journal, 2012) In each time step move particles by advection & diffusion

6 Beadpack Sandstone Carbonate Pore Space Pressure field Difference in: connectivity tortuosity & distribution Velocity field

7 Variograms: Porosity and Velocity
. porosity Beadpack Sandstone velocity Carbonate L = p V/S

8 PDF Velocity magnitude of u (at the voxel centers) uav
average flow speed narrowest spread - single tube widest spread - carbonate

9 Plume Evolution: Beadpack
initial uav=0.91mm/s t=0.106s t=0.2s t=0.45s t=1s t=2s - few high u - no retardation - Gaussian Distance travelled (mm)

10 Plume Evolution: Bentheimer sandstone
initial uav=1.03mm/s t=0.106s t=0.2s t=0.45s t=1s t=2s - more high u - stagnant - structure Distance travelled (mm)

11 Plume Evolution: Portland carbonate
initial uav=1.3mm/s t=0.106s t=0.2s t=0.45s t=1s t=2s - even higher u even more stagnant Distance travelled (mm)

12 Model Results: Transport and Flow Spread in velocity distribution
defines transport, Bijeljic et al., Phys. Rev. E, 2012

13 Model vs. NMR data t=0.106s t=0.2s t=0.45s t=1s t=2s (a) beadpack
uav=0.91mm/s (b) sandstone uav=1.03mm/s (c) carbonate uav=1.3mm/s t=0.45s t=1s Bijeljic et al., Phys. Rev. E, 2012 t=2s

14 Carbonate types with distinct transport behaviour
ME1 ME2 Normalised velocities as the ratios of the magnitude of u at the voxel centers divided by the average flow speed uav uav

15 Carbonates: Image and Flow Properties
L = p V/S

16 Variograms of Porosity and Velocity
Carbonates: Variograms of Porosity and Velocity . porosity velocity

17 Velocity distributions in the images of carbonate rock
Normalised velocities as the ratios of the magnitude of u at the voxel centers divided by the average flow speed uav.

18 Different type of transport in carbonates
Diffusion from stagnant to flowing regions. In the heterogeneous samples, there is no typical, average velocity. Sampling at later times, longer lengths, with more structure. No representative transport speed. Challenge for upscaling. Implications for reactive transport? td = t / tdiff

19 Plume Evolution: Mt Gambier, Pe =200
initial t=0.1s t=0.3s t=1s t=3s t=10s Distance travelled (mm) Less stagnant

20 Plume Evolution: Mt Gambier, Pe =10
initial t=0.1s t=0.3s t=1s t=3s t=10s Less stagnant and more diffusive Distance travelled (mm)

21 Plume Evolution: Estaillades, Pe =200
initial t=0.1s t=0.3s t=1s t=3s t=10s Distance travelled (mm) More stagnant

22 Carbonates: Resolution vs. Image Size
P() <>0 =uavt PDF Velocity average displacement Probability of displacement

23 Impact of Pe tadv = L /uav tdiff = L2 / Dm Pe = tadv / tdiff

24 CONCLUSIONS Different generic non-Fickian transport behaviour demonstrated in carbonates compared to sandstones and beadpacks Different non-Fickian behaviour due to different spread in velocity distribution and connectivity Agreement with NMR flow propagators experiments on rock cores in the pre-asymptotic regime Different non-Fickian behaviour associated with impact of Pe - A priori predictions of transport possible

25 THANKS! Prof. Masa Prodanovic, Dr. Hu Dong
Elettra synchrotron: Giuliana Tromba, Franco Zanini, Oussama Gharbi , Alex Toth & Matthew Andrew Qatar Petroleum, Shell and the Qatar Science & Technology Park Imperial College Pore-scale Modelling Consortium


Download ppt "What Determines Transport Behaviour in Different Porous Media?"

Similar presentations


Ads by Google