46
MOE-KLTFSE Lattice Boltzmann for flow and transport phenomena 2. The lattice Boltzmann for porous flow and transport Li Chen Mail: [email protected] http://gr.xjtu.edu.cn/web/lichennht08 XJTU, 2016

2. The lattice Boltzmann for porous flow and transportnht.xjtu.edu.cn/down/2 LBM for porous flow.pdfMOE-KLTFSE Lattice Boltzmann for flow and transport phenomena 2. The lattice Boltzmann

Embed Size (px)

Citation preview

MOE-KLTFSE

Lattice Boltzmann for flow and transport phenomena

2. The lattice Boltzmann for porous flow and

transport

Li Chen

Mail: [email protected]

http://gr.xjtu.edu.cn/web/lichennht08

XJTU, 2016

MOE-KLTFSE

o 2.1 Examples of porous media

o 2.2 Structural characteristics of porous media

Content

o 2.3 Reconstruction of porous media

o 2.4 LBM simulation of transport in porous media

2/40

MOE-KLTFSE

2.1 Examples of porous media

o Transport processes in porous media are widely encountered in scientific and engineering

problems

o Natural porous systems: enhanced hydrocarbon and geothermal energy recovery, CO2

geological sequestration, groundwater contaminant transport and bioremediation, nuclear

waste disposal…

o Artificial porous systems: fuel cell, reactor, catalysts, building material…

CO2

Porous media

3/40

MOE-KLTFSE

Stone

2.1 Examples of porous media

4/40

MOE-KLTFSE

Soil

2.1 Examples of porous media

5/40

MOE-KLTFSE

Dried up river beds

2.1 Examples of porous media

6/40

MOE-KLTFSE

Wood

2.1 Examples of porous media

7/40

MOE-KLTFSE

Lung

2.1 Examples of porous media

8/40

MOE-KLTFSE

Metal foam

2.1 Examples of porous media

9/40

MOE-KLTFSE

Pack-bed reactor

2.1 Examples of porous media

10/40

MOE-KLTFSE

Road

2.1 Examples of porous media

11/40

MOE-KLTFSE

o 2.1 Examples of porous media

o 2.2 Structural characteristics of porous media

Content

o 2.3 Reconstruction of porous media

o 2.4 LBM simulation of transport in porous media

12/40

MOE-KLTFSE

2.2 Structural characteristics of porous media

A material that contains plenty of pores (or voids) between solid

skeleton through which fluid can transport.

Two necessary elements: skeleton and pores;

Skeleton: maintain the shape

Pores: provide pathway for fluid flow through

Stone Gas diffusion layer 13/40

MOE-KLTFSE

2.2.1 Porosity

The volume ratio between pore volume and total volume

Shale: <10% GDL: >70%

Porosity maybe vary from near zero to almost unity. Shale has

low porosity, around 5%. Fiber-based porous media can have a

porosity as high as 90%.

ε =𝑉pore

𝑉total

14/40

MOE-KLTFSE

2.2.1 Porosity

Direct method: measure the bulk volume of a porous sample

and then somehow destroying all the voids and measuring the

volume of the only solids.

Optical methods: if the porous structure is random, then the

porosity equals the “areal porosity”. The areal porosity is

determined based on the polished sections of the sample

1

2

To make the pores more visible, pores

are often impregnated with wax, plastic

or Wood’s metal. Connected and isolated

pores can be distinguished.

Depending the resolution of the

experimental techniques. Pores under the

resolution can not be identified.15/40

MOE-KLTFSE

Imbibition method :

a) immersing the porous sample in a perfectly wetting fluid for

a sufficiently long time, the wetting fluid will imbibe into the

pores.;

b) weight the sample before and after the imbibition, with the

density of the fluid, the volume of the pores can be

determined;

c) or displace the wetting fluid out of the porous medium and

measure the volume of the fluid.

3

Immersing

Volume of liquid

2.2.1 Porosity

16/40

MOE-KLTFSE

Mercury injection method:

Most of the materials are not wetted by mercury

4

Hydraulic pressure in the chamber containing both porous

medium and the mercury. As a result, the mercury will enter the

pores. If the pressure is sufficiently high, mercury will penetrate

into very small pores.

p

p1 p2

The penetration is never quite

complete as it requires infinite

pressure o perfectly fill all the

edges and corners of the pores.

High pressure will change or

even damage the structures of

the porous medium

2.2.1 Porosity

17/40

MOE-KLTFSE

P1(Va-(VB-Vp))=P2(Va+Vb-(VB-Vp))

Vp=VB-Va-Vb[P2/(P2-P1)]

P1

Va

VB

Vb

2.2.1 Porosity

Gas expansion method:

Calculate according to the Equation of State

5

Gas in one chamber with a porous medium is expanded to

another chamber. When equilibrium state is reached, the

pressure is measured. With known volume of the two chambers,

the volume of the porous medium can be determined.

18/40

MOE-KLTFSE

2.2.2 Pore size

Micropores, <2nm

Mesopores, 2~50nm

Macropores, >50nm

Rouquerol et al.

(1994) Membrane

Choquette and Pray

(1970)Carbonate rock

Micropores, <62.5µm

Mesopores, 62.5µm~4mm

Macropores, 4mm~256mm

Pore size terminology of IUPAC

International Union of Pure and Applied Chemistry

Rouck et al. 2012, further added picopore and nanopore for study of shale.

19/40

MOE-KLTFSE

2.2.2 Pore size

How to define pore size?

d

Klaver, Desbois et al. 2015

pore area

pore perimeter

pore long/short axis length

orientation

circularity

convexity and elongation

Theoretically, one can divide the connected pores into infinite

slice and determine the averaged diameter of each slice (volume

averaged, area averaged…). However, such theoretical definition

can not be practically implemented.

Mercury invasion method, Adsorption method, Optical method

20/40

MOE-KLTFSE

2.2.2 Specific surface area

Defined as the ratio between total surface area to the total

volume.

An important parameter for porous media as one of the

important type of porous media is catalyst, which requires high

specific surface area for reaction.

Catalyst of Fuel cell Packed-bed reactor21/40

MOE-KLTFSE

2.2.4 Tortuosity

Tortuosity: defined as the actual length traveled by a particle to

the length of the media

𝜏 =𝐿𝑖𝐿 𝐿

𝐿𝑖

Tortuosity is thus transport dependent, including flow,

diffusion, heat transfer, electrical conduct, acoustic transport.

For fluid flow it is “hydraulic tortuosity”

For diffusion it is “diffusivity tortuosity”

For electron transport, it is “conductivity tortuosity”

22/40

MOE-KLTFSE

o 2.1 Examples of porous media

o 2.2 Structural characteristics of porous media

Content

o 2.3 Reconstruction of porous media

o 2.4 LBM simulation of transport in porous media

23/40

MOE-KLTFSE

2.3 Reconstruction

θ

Gas diffusion layer

24/40

MOE-KLTFSE

Organic matter in shale

25/40

MOE-KLTFSE

Dried bed------vonoroi mesh26/40

MOE-KLTFSE

o 2.1 Examples of porous media

o 2.2 Structural characteristics of porous media

o 2.4 LBM simulation of transport in porous media

Content

o 2.3 Reconstruction of porous media

27/40

MOE-KLTFSE

2.4.1 Permeability

o Permeability, an indictor of the capacity of a porous medium

for fluid flow through

o In 1856, Darcy noted that for laminar

flow through porous media, the flow

rate <u> is linearly proportional to

the applied pressure gradient Δp, he

introduced permeability to describe

the conductivity of the porous media.

The Darcy’ law is as follows

o q flow rate (m/s), μ the viscosity, pressure drop Δp, length of

the porous domain l, k is the permeability.

< 𝑢 >= −𝑘

µ

Δp𝑙

Δp

𝜇u

o leakage in the test

o too high Re number

o fluid is not viscous.

28/40

MOE-KLTFSE

Schematic of Darcy’s experiment Simulation mimic the experiment

Δp

Δp

NS equation is solved at the pore scale. Non-slip

boundary condition for the fluid-solid interface

29/40

MOE-KLTFSE

eq1( , ) ( , ) ( ( , ) ( , ))i i i i if t t t f t f t f t

x c x x x

Collisioneq' 1

( , ) ( ( , ) ( , ))i i it f t f tf

x x x

'( , ) ( , )ii if t t t f t x c x

Streaming

Macroscopic variables calculation

Bounce-back at

the solid surface

30/40

MOE-KLTFSE

Analyze the detailed flow field

Calculate permeability based on

Darcy equation.

< 𝑢 >= −𝑘

µ

Δp𝑙

Bounce-back at the solid surface

Pressure drop across x direction

Periodic boundary condition y

31/40

MOE-KLTFSE

2.4.1. Permeability

o One of the most famous empirical relationship between

permeability and statistical structural parameters is proposed

by Kozeny and Carman (KC) equation for beds of particle

2 3

2180 (1 )

dk

32/40

MOE-KLTFSE

2.4.1. Permeability

o Fibrous beds have received special attention for its wide

applications such as filter which can form stable structures of

very high porosity.

2 1( 1)

1

Bck r A

33/40

MOE-KLTFSE

Close relation between flow and porous structure

Two-point correlation function Eulerian correlation function

Jin, C., et al. (2016). "Statistics of highly heterogeneous flow fields confined to three-dimensional random porous media." Physical Review E 93(1): 013122.34/40

MOE-KLTFSE

Validation of Darcy’s law

o Darcy’s law is only valid for incompressible, slow and viscous

flow (creeping flow), where fluid flow is dominated by viscous

force.

o Typically any flow with Re lower than one is clearly laminar.

Experimental results show that porous flow with Re up to 10

can be described by Darcy’s law.

𝑅𝑒 =ρ𝑢𝑑

μ< 10

o Most of fluid flow in porous media cases fall in this category.

Example: fluid flow in gas diffusion layer of a PEMFC;

ground water under subsurface…

35/40

MOE-KLTFSE

Forchheimer equation

Δp

𝑙= −

μ

𝑘< 𝑢 > −ρβ < 𝑢 >< 𝑢 >

o β is referred to as the beta factor (non-Darcy coefficient). The

first term account for the viscous contribution to the pressure

drop, where the second accounts for the inertial effect.

o For flow with very high rate, inertial effects can also become significant.

Therefore an inertial term is added to the Darcy’s equation.

(Δp𝑙

) /(μ < 𝑢 >) = −1

𝑘− β

ρ<𝑢>

µ1

𝑘′ =1

𝑘+ β𝑅𝑒pseudo

1

𝑘′=1

𝑘+ β𝑅𝑒pseudo

𝑅𝑒pseudo

Re

1/𝑘

4

36/40

MOE-KLTFSE

2.4.2. Effective diffusivity

Mass transfer is an important processes in many engineering

and scientific problems. Diffusivity D is adopted to describe the

capacity of a porous medium for mass transport.

CH

CLC

J Dx

eff'C

J Dx

effD D

Bruggeman equation: α =1.5

37/40

MOE-KLTFSE

eq1( , ) ( , ) (g ( , ) ( , ))i i i i ig t t t g t t g t

x c x x x

Collision

eq' 1( , ) (g ( , ) ( , ))

i i it t g tg

x x x

'( , ) ( , )ii ig t t t g t x c x

Streaming

Macroscopic variables calculation

iC g

Evolution equation

Diffusivity and collision time

0

1(1 )( 0.5)

2D J

38/40

MOE-KLTFSE

Bruggeman equation:

α=-1.48

After the concentrationfield is

obtained, the effective diffusivity

is calculated by

Chen et al. Electrochemica Acta, 2015 39/40

MOE-KLTFSE

Concentration

Effective Knudsen diffusivity

effD D

Bruggeman equation: α =1.5

Our prediction: α=2.8~4.0

Void space are very tortuous

Chen et al. Scientific reports, 2015, Chen et al. Fuel, 2015 40/40

MOE-KLTFSE

2.4.3. Effective thermal conductivity

Estimating effective thermal conductivity of porous media is

thus important.

硬质聚氨酯发泡材料 C/C-SiC复合材料 气凝胶

TH TL eff'T

qx

41/40

MOE-KLTFSE

2.5. Heat transfer

密度低、孔隙率极高,因而导热系数极低,常作为保温隔热材料使用

硬质聚氨酯发泡材料

42/40

MOE-KLTFSE

2.5. Heat transfer

二氧化硅气凝胶

以纳米微粒相互聚集构成多孔网络结构,并在网络孔隙中充满气态介质的超轻纳米多孔材料

在航空航天、保温节能等领域具有广泛的应用前景!43/40

MOE-KLTFSE

二氧化硅气凝胶

等效结构单元体数值重构

(a)颗粒型微观结构 (b)开孔型微观结构气凝胶电镜扫描图

44/40

MOE-KLTFSE

eq1, , , ,i i i i ig t t t g t g t g t

r e r r r

其中, 是温度分布函数, 是无量纲松弛时间, 是平衡态温度分布函数

ig eqig

eq / 7, 0 6ig T i

是格子离散速度:ie

0 1 1 0 0 0 0

0 0 0 1 1 0 0

0 0 0 0 0 1 1

ei c

单松弛的BGK模型

D3Q7模型

数值模拟方法

采用D3Q7格子Boltzmann模型,对于材料中的不同相组分,其对应于温度控制方程的温度分布函数演化方程:

45/40

MOE-KLTFSE

图不同压力下气凝胶导热系数实验值与模拟值的对比

开孔型微观结构,颗粒骨架连续

颗粒型微观结

构,颗粒骨架不连续

±10%误差

46/40