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1 TPM L Pl H k Hiik D id S ld Transport in porous media 3MT130 Leo Pel, Henk Huinink, David Smeulders, Bart Erich, Hans van Duijn Faculty of Applied Physics Mechanical Engineering Eindhoven University of Technology The Netherlands l.p[email protected] Transport in Permeable Media 5 ECTS 2016 Examination : Oral TPM Course + Lectures notes + additional info www.phys.tue.nl/nfcmr/college/college.html Examination : oral 2 days (to be determined) Transport in Permeable Media

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Page 1: Course + Lectures notesporousmedia.nl/nfcmr/college/college-week2A-2016.pdf · tu19‐4‐2016 13:45 15:30 Leo Introduction + REV th21‐4‐2016 08:45 10:30 NO lecture Week 2 tu26‐4‐2016

1

TPM

L P l H k H i i k D id S ld

Transport in porous media3MT130

Leo Pel, Henk Huinink, David Smeulders, Bart Erich, Hans van Duijn

Faculty of Applied Physics Mechanical Engineering

Eindhoven University of TechnologyThe Netherlands

[email protected]

Transport in Permeable Media

p

5 ECTS 2016

Examination : Oral

TPM

Course + Lectures notes+ additional info

www.phys.tue.nl/nfcmr/college/college.html

Examination : oral

2 days (to be determined)

Transport in Permeable Media

Page 2: Course + Lectures notesporousmedia.nl/nfcmr/college/college-week2A-2016.pdf · tu19‐4‐2016 13:45 15:30 Leo Introduction + REV th21‐4‐2016 08:45 10:30 NO lecture Week 2 tu26‐4‐2016

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Week 1tu 19‐4‐2016  13:45  15:30     Leo      Introduction + REVth 21‐4‐2016  08:45  10:30     NO lectureWeek 2 tu 26‐4‐2016  13:45  15:30    Leo    Capillary forces Ith 30‐4‐2016   08:45  10:30   Leo    Capillary forces IIWeek 3Week 3 tu 3‐5‐2016   13:45  15:30    Leo Darcy’s law (sat + unsat)th 5‐5‐2016   08:45  10:30    PUBLIC HOLIDAYAfter week 3: all basicsWeek 4tu 10‐5‐2016 13:45  15:30    David: Dupuit + akoestiekth 12‐5‐2016  08:45  10:30   Leo: component transportWeek 5 tu 17‐5‐2016 13:45  15:30     Henk:  Multiphase flow (oil/water)th 19‐5‐2016  08:45  10:30    Bart: NMR porous media

Transport in Permeable Media

Week 6 tu 24‐5‐2016  13:45  15:30    Hans: density driven flow  or hysteresisth 28‐5‐2016  08:45  10:30    Leo: fire spallingWeek 7 tu 31‐5‐2016  13:45  15:30     Henk: Phase change in porous mediath 2‐6‐2016    08:45  10:30     ?    een reserve datum 

TPM

Transport in Permeable Media

Page 3: Course + Lectures notesporousmedia.nl/nfcmr/college/college-week2A-2016.pdf · tu19‐4‐2016 13:45 15:30 Leo Introduction + REV th21‐4‐2016 08:45 10:30 NO lecture Week 2 tu26‐4‐2016

3

TPM

Silicate brick (Light weight)

Speed

60% fast / 40% slow

Height

Cellular concrete

2xSilicate brick

3xFired clay brick

Fast

Middle

Slow

Lowest

Transport in Permeable Media

Stone Sicilia

Concrete

Slow

Fast

Highest small pores

TPM

PorosityPorosity TransportTransportPermeabilityPermeability

BE AWARE

Transport in Permeable Media

Ability to hold water Ability to transmit water

Size, Shape, Interconnectedness

PorosityPorosity PermeabilityPermeability

Page 4: Course + Lectures notesporousmedia.nl/nfcmr/college/college-week2A-2016.pdf · tu19‐4‐2016 13:45 15:30 Leo Introduction + REV th21‐4‐2016 08:45 10:30 NO lecture Week 2 tu26‐4‐2016

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How is the moisture distributed??

Transport in Permeable Media

TPM

Transport in Permeable Media

WHY ?

Page 5: Course + Lectures notesporousmedia.nl/nfcmr/college/college-week2A-2016.pdf · tu19‐4‐2016 13:45 15:30 Leo Introduction + REV th21‐4‐2016 08:45 10:30 NO lecture Week 2 tu26‐4‐2016

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SURFACETENSION

Transport in Permeable Media

TPM

What’s going onat the surfaceof a liquid?of a liquid?

Transport in Permeable Media

Page 6: Course + Lectures notesporousmedia.nl/nfcmr/college/college-week2A-2016.pdf · tu19‐4‐2016 13:45 15:30 Leo Introduction + REV th21‐4‐2016 08:45 10:30 NO lecture Week 2 tu26‐4‐2016

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What’s going onat the surfaceof a liquid?of a liquid?

Let’s takea look!

Transport in Permeable Media

TPM

Transport in Permeable Media

Page 7: Course + Lectures notesporousmedia.nl/nfcmr/college/college-week2A-2016.pdf · tu19‐4‐2016 13:45 15:30 Leo Introduction + REV th21‐4‐2016 08:45 10:30 NO lecture Week 2 tu26‐4‐2016

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Transport in Permeable Media

TPM

Transport in Permeable Media

Page 8: Course + Lectures notesporousmedia.nl/nfcmr/college/college-week2A-2016.pdf · tu19‐4‐2016 13:45 15:30 Leo Introduction + REV th21‐4‐2016 08:45 10:30 NO lecture Week 2 tu26‐4‐2016

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Transport in Permeable Media

TPM

Transport in Permeable Media

Page 9: Course + Lectures notesporousmedia.nl/nfcmr/college/college-week2A-2016.pdf · tu19‐4‐2016 13:45 15:30 Leo Introduction + REV th21‐4‐2016 08:45 10:30 NO lecture Week 2 tu26‐4‐2016

9

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Transport in Permeable Media

TPM

Transport in Permeable Media

Page 10: Course + Lectures notesporousmedia.nl/nfcmr/college/college-week2A-2016.pdf · tu19‐4‐2016 13:45 15:30 Leo Introduction + REV th21‐4‐2016 08:45 10:30 NO lecture Week 2 tu26‐4‐2016

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Transport in Permeable Media

TPM

Transport in Permeable Media

Page 11: Course + Lectures notesporousmedia.nl/nfcmr/college/college-week2A-2016.pdf · tu19‐4‐2016 13:45 15:30 Leo Introduction + REV th21‐4‐2016 08:45 10:30 NO lecture Week 2 tu26‐4‐2016

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Transport in Permeable Media

TPM

Transport in Permeable Media

Page 12: Course + Lectures notesporousmedia.nl/nfcmr/college/college-week2A-2016.pdf · tu19‐4‐2016 13:45 15:30 Leo Introduction + REV th21‐4‐2016 08:45 10:30 NO lecture Week 2 tu26‐4‐2016

12

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Transport in Permeable Media

TPM

Transport in Permeable Media

Page 13: Course + Lectures notesporousmedia.nl/nfcmr/college/college-week2A-2016.pdf · tu19‐4‐2016 13:45 15:30 Leo Introduction + REV th21‐4‐2016 08:45 10:30 NO lecture Week 2 tu26‐4‐2016

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Transport in Permeable Media

TPM

Transport in Permeable Media

Page 14: Course + Lectures notesporousmedia.nl/nfcmr/college/college-week2A-2016.pdf · tu19‐4‐2016 13:45 15:30 Leo Introduction + REV th21‐4‐2016 08:45 10:30 NO lecture Week 2 tu26‐4‐2016

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Transport in Permeable Media

TPM

Transport in Permeable Media

Page 15: Course + Lectures notesporousmedia.nl/nfcmr/college/college-week2A-2016.pdf · tu19‐4‐2016 13:45 15:30 Leo Introduction + REV th21‐4‐2016 08:45 10:30 NO lecture Week 2 tu26‐4‐2016

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Transport in Permeable Media

TPM

Transport in Permeable Media

Page 16: Course + Lectures notesporousmedia.nl/nfcmr/college/college-week2A-2016.pdf · tu19‐4‐2016 13:45 15:30 Leo Introduction + REV th21‐4‐2016 08:45 10:30 NO lecture Week 2 tu26‐4‐2016

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Particles that make up a liquid are in constant random motion; they are randomly arranged.

Transport in Permeable Media

TPM

You might expect the particles at the surface,at the micro level, to form a random surface,as shown below.

Transport in Permeable Media

Page 17: Course + Lectures notesporousmedia.nl/nfcmr/college/college-week2A-2016.pdf · tu19‐4‐2016 13:45 15:30 Leo Introduction + REV th21‐4‐2016 08:45 10:30 NO lecture Week 2 tu26‐4‐2016

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You might expect the particles at the surface,at the micro level, to form a random surface,as shown below.

Transport in Permeable Media

TPM

Transport in Permeable Media

Page 18: Course + Lectures notesporousmedia.nl/nfcmr/college/college-week2A-2016.pdf · tu19‐4‐2016 13:45 15:30 Leo Introduction + REV th21‐4‐2016 08:45 10:30 NO lecture Week 2 tu26‐4‐2016

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= intermolecularattractionsCOHESION

But how do intermolecular forcesinfluence the surface?

Transport in Permeable Media

TPM

Under the surface, intermolecular attractions pull onindividual molecules in all directions

= intermolecularattractionsCOHESION

Transport in Permeable Media

Page 19: Course + Lectures notesporousmedia.nl/nfcmr/college/college-week2A-2016.pdf · tu19‐4‐2016 13:45 15:30 Leo Introduction + REV th21‐4‐2016 08:45 10:30 NO lecture Week 2 tu26‐4‐2016

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= intermolecularattractionsCOHESION

Transport in Permeable Media

TPM

Transport in Permeable Media

Page 20: Course + Lectures notesporousmedia.nl/nfcmr/college/college-week2A-2016.pdf · tu19‐4‐2016 13:45 15:30 Leo Introduction + REV th21‐4‐2016 08:45 10:30 NO lecture Week 2 tu26‐4‐2016

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At the surface, pull on the molecules is laterally and downward;there is negligible intermolecular attractions above the molecules (from the medium above, such as air).SO, the net force on surface molecules is downward.

Transport in Permeable Media

TPM

The result of this downward force is thatsurface particles are pulled down untilcounter-balanced by the compressionresistance of the liquid:

Transport in Permeable Media

Page 21: Course + Lectures notesporousmedia.nl/nfcmr/college/college-week2A-2016.pdf · tu19‐4‐2016 13:45 15:30 Leo Introduction + REV th21‐4‐2016 08:45 10:30 NO lecture Week 2 tu26‐4‐2016

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Transport in Permeable Media

TPM

Transport in Permeable Media

Page 22: Course + Lectures notesporousmedia.nl/nfcmr/college/college-week2A-2016.pdf · tu19‐4‐2016 13:45 15:30 Leo Introduction + REV th21‐4‐2016 08:45 10:30 NO lecture Week 2 tu26‐4‐2016

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Surface molecules are compressedmore tightly together, forming a sort of skin on the surface, with less distance between themcompared to the molecules below=surface skincompared to the molecules below=surface skin

Transport in Permeable Media

TPM

Surface molecules also form a much smoother surface than one would expect from randomlymoving molecules.

Transport in Permeable Media

Page 23: Course + Lectures notesporousmedia.nl/nfcmr/college/college-week2A-2016.pdf · tu19‐4‐2016 13:45 15:30 Leo Introduction + REV th21‐4‐2016 08:45 10:30 NO lecture Week 2 tu26‐4‐2016

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Transport in Permeable Media

TPM

Transport in Permeable Media

Page 24: Course + Lectures notesporousmedia.nl/nfcmr/college/college-week2A-2016.pdf · tu19‐4‐2016 13:45 15:30 Leo Introduction + REV th21‐4‐2016 08:45 10:30 NO lecture Week 2 tu26‐4‐2016

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This explains the characteristic rounded shape that liquids form when dropping through the air: The molecules are all being pulled toward the center.

Transport in Permeable Media

TPM

This explains the characteristic rounded shape that liquids form when dropping through the air: The molecules are all being pulled toward the center.

Transport in Permeable Media

Page 25: Course + Lectures notesporousmedia.nl/nfcmr/college/college-week2A-2016.pdf · tu19‐4‐2016 13:45 15:30 Leo Introduction + REV th21‐4‐2016 08:45 10:30 NO lecture Week 2 tu26‐4‐2016

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The overall result of this asymmetric force on surface molecules is that:

• The surface of the liquid will rearrange until the least number of molecules are present on the surface

In other words the surface area will be minimized– In other words the surface area will be minimized – A sphere has the smallest surface area to volume

ratio • The surface molecules will pack somewhat closer

together than the rest of the molecules in the liquid – The surface molecules will be somewhat more

ordered and resistant to molecular disruptions Th th f ill t h " ki "

Transport in Permeable Media

– Thus, the surface will seem to have a "skin" • The "inward" molecular attraction forces, which must be

overcome to increase the surface area, are termed the "surface tension"

TPM

Transport in Permeable Media

Surface tension = N/m

Surface tension is the intensity of the molecular attraction per unit length along any line in the surface

Page 26: Course + Lectures notesporousmedia.nl/nfcmr/college/college-week2A-2016.pdf · tu19‐4‐2016 13:45 15:30 Leo Introduction + REV th21‐4‐2016 08:45 10:30 NO lecture Week 2 tu26‐4‐2016

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Zero gravity

Transport in Permeable Media

http://spaceflightsystems.grc.nasa.gov/WaterBalloon/

TPM

Surface Tension

Transport in Permeable Media

Emperor penguin huddle, Antarctica© Doug Allan/Naturepl.com

http://www.arkive.org/education/

Page 27: Course + Lectures notesporousmedia.nl/nfcmr/college/college-week2A-2016.pdf · tu19‐4‐2016 13:45 15:30 Leo Introduction + REV th21‐4‐2016 08:45 10:30 NO lecture Week 2 tu26‐4‐2016

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Thomas Young

In 1804:  founded the theory of capillary phenomena on the principle ofs urface tension.

He also observed the constancy of the angle of contact of a liquid surface with a solid, and showed how to deduce from these two principles the phenomena of capillary action.

The Young–Laplace equation is the

Thomas Young

13 June 1773

Transport in Permeable Media

The Young Laplace equation is the formula for capillary action independently discovered by Laplace in 1805.

Young was the first to define the term "energy" in the modern sense.

Born13 June 1773England

Died 10 May 1829 (aged 55)

FieldsPhysics, Physiology, Egyptology

Religion Quaker

TPM

Formation of a SurfaceFormation of a Surface

Transport in Permeable Media

Separation of liquid to create a new surface requireswork to overcome cohesion forces

Page 28: Course + Lectures notesporousmedia.nl/nfcmr/college/college-week2A-2016.pdf · tu19‐4‐2016 13:45 15:30 Leo Introduction + REV th21‐4‐2016 08:45 10:30 NO lecture Week 2 tu26‐4‐2016

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Surface Energy of Liquids

The work (w) required to create a new surface is proportional to the # molecules at the surface, and hence the area (A):

Where :

is the proportionality constant defined as the specific surface free

Aw

Transport in Permeable Media

energy. It has units of (energy/unit area, J/m2).

acts as a restoring force to resist any increase in area, for liquids it is numerically equal to the surface tension.

TPM

Units of measurement

Surface Tension Surface Energy

(force/unit length) (energy/unit area)

(N/m) (J/m2)

1 Joule = 1 Nm(Nm/m2)

Transport in Permeable Media

(N/m)

• For Liquid/Liquid Interface, usually termed Interfacial Tension

• For Gas/Liquid interface usually termed Surface Tension

Page 29: Course + Lectures notesporousmedia.nl/nfcmr/college/college-week2A-2016.pdf · tu19‐4‐2016 13:45 15:30 Leo Introduction + REV th21‐4‐2016 08:45 10:30 NO lecture Week 2 tu26‐4‐2016

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F2

Transport in Permeable Media

l

F2

TPM

DEMO

Transport in Permeable Media movie

Page 30: Course + Lectures notesporousmedia.nl/nfcmr/college/college-week2A-2016.pdf · tu19‐4‐2016 13:45 15:30 Leo Introduction + REV th21‐4‐2016 08:45 10:30 NO lecture Week 2 tu26‐4‐2016

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Release of a Liquid drop from a capillary

Surface Tension MeasurementSurface Tension Measurement-- Drop--

Transport in Permeable Media

TPM

Drop-weight Method • Here the liquid is allowed to flow out from the

bottom of a capillary tube.p y• Drops are formed which detach when they reach

a critical dimension, the weight of a drop falling out of a capillary is measured

• As long as the drop is still hanging at the end of the capillary, its weight is more than balanced by the surface tension

• A drop falls off when the gravitational force mg

Transport in Permeable Media

• A drop falls off when the gravitational force mg determined by the mass of the drop is no longer balanced by the surface tension

mg = 2rc

Page 31: Course + Lectures notesporousmedia.nl/nfcmr/college/college-week2A-2016.pdf · tu19‐4‐2016 13:45 15:30 Leo Introduction + REV th21‐4‐2016 08:45 10:30 NO lecture Week 2 tu26‐4‐2016

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TPMSurface Tension MeasurementSurface Tension Measurement-- Wilhelmy Plate --

l2

)bwt(wt)cos( platetotal

= surface tension wtplate = plate weight

Transport in Permeable Media

= contact angle

wttotal = total weight

p

b = buoyancy force

l = width of plate

• Normally platinum is used to have q 0 and plate just touches liquid so buoyancy is small

TPMSurface Tension MeasurementSurface Tension Measurement-- Ring--

Transport in Permeable Media

Page 32: Course + Lectures notesporousmedia.nl/nfcmr/college/college-week2A-2016.pdf · tu19‐4‐2016 13:45 15:30 Leo Introduction + REV th21‐4‐2016 08:45 10:30 NO lecture Week 2 tu26‐4‐2016

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Wtot = Wring + 4R F

2R

where Wring is the weight of the ring, R is the radius of the ring, and g the surface tension.

• Still commonly used but values may be as much as 25%

Transport in Permeable Media

• However, the shape of the liquid supported by the ring is complex and the direction of tension forces are non-vertical. The correction factor should be introduced.

TPM

The surface or interfacial tension

R

F

4

r

F

2R

R4

Where is the correction factor, calculated from the equation of Zuidema and Waters

cR

F

R

ba

2122

2

4

14

Oil

water

(Liquid-Vapor) (Liquid-Water)

water

oil

Transport in Permeable Media

Where 1 and 2 are the densities

of the lower and upper phases;

a=0.725, b=0.09075m-1s2; c=0.04534-1.679r/R

The first column shows the surface tensionBetween a liquid and its own vapor

Page 33: Course + Lectures notesporousmedia.nl/nfcmr/college/college-week2A-2016.pdf · tu19‐4‐2016 13:45 15:30 Leo Introduction + REV th21‐4‐2016 08:45 10:30 NO lecture Week 2 tu26‐4‐2016

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Surface tension (10-3 Nm-1)

alcohol 23

benzene 29benzene 29

glycerol 62

kwik 500

milk 45

water 73

Transport in Permeable Media

influence surfactants (soap)

(often dynes/cm dyne=10-5 N)

TPM

Water high surface tension ???

asymmetrical molecule:

dipole moment

Transport in Permeable Media

dipole moment

hydrogen bonding:

polar liquidWater is polar so there are intermolecular forces (dipole-dipole interaction and H bonding) that must be overcome

Page 34: Course + Lectures notesporousmedia.nl/nfcmr/college/college-week2A-2016.pdf · tu19‐4‐2016 13:45 15:30 Leo Introduction + REV th21‐4‐2016 08:45 10:30 NO lecture Week 2 tu26‐4‐2016

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Floating paperclip DEMO

Transport in Permeable Media

TPM

Water strider

mass

Transport in Permeable Media

Mass: F=m 10

Surface tension F= 2 0.073 0.01

mass,max~ 0.15 gram=150 mgr (~10 mgr)

Page 35: Course + Lectures notesporousmedia.nl/nfcmr/college/college-week2A-2016.pdf · tu19‐4‐2016 13:45 15:30 Leo Introduction + REV th21‐4‐2016 08:45 10:30 NO lecture Week 2 tu26‐4‐2016

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Nature: all sizes

Transport in Permeable Media

TPM

Transport in Permeable Media

The relation between the maximum curvature force Fs = P and body weight Fg = Mg for 342 species of water striders. P = 2(L1+L2+L3) is the combined lengths of the tarsal segments.

Hu, Chan & Bush (Nature, 424, 2003).

Page 36: Course + Lectures notesporousmedia.nl/nfcmr/college/college-week2A-2016.pdf · tu19‐4‐2016 13:45 15:30 Leo Introduction + REV th21‐4‐2016 08:45 10:30 NO lecture Week 2 tu26‐4‐2016

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42: above 38: feet slightly lower42: above 38: feet slightly lower

35: feet lower 33: feet broken through surface,head & body still dry

Transport in Permeable Media

31: feet & body even lower 30: feet & body under water

TPM

Transport in Permeable Media movie

Page 37: Course + Lectures notesporousmedia.nl/nfcmr/college/college-week2A-2016.pdf · tu19‐4‐2016 13:45 15:30 Leo Introduction + REV th21‐4‐2016 08:45 10:30 NO lecture Week 2 tu26‐4‐2016

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Surface tension ships DEMO

Transport in Permeable Media

TPM

Walking over water ?

Transport in Permeable Media movie

Page 38: Course + Lectures notesporousmedia.nl/nfcmr/college/college-week2A-2016.pdf · tu19‐4‐2016 13:45 15:30 Leo Introduction + REV th21‐4‐2016 08:45 10:30 NO lecture Week 2 tu26‐4‐2016

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Pressure in droplet /soap bubble

droplet

rPP oi

2

Pi

Po

rrPP oi 2)( 2

bubble

Transport in Permeable Media

bubble

rPP oi

4

TPM

Balloons: what will happen?

Transport in Permeable Media

Page 39: Course + Lectures notesporousmedia.nl/nfcmr/college/college-week2A-2016.pdf · tu19‐4‐2016 13:45 15:30 Leo Introduction + REV th21‐4‐2016 08:45 10:30 NO lecture Week 2 tu26‐4‐2016

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Pressure in balloon versus time

burst

Transport in Permeable Media

Valid model system

TPM

Pout

Pressure buble:

r

Pin

rP

4

Transport in Permeable Media

Page 40: Course + Lectures notesporousmedia.nl/nfcmr/college/college-week2A-2016.pdf · tu19‐4‐2016 13:45 15:30 Leo Introduction + REV th21‐4‐2016 08:45 10:30 NO lecture Week 2 tu26‐4‐2016

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TPM

Transport in Permeable Media

TPM

•The interfacial tension between two fluids is a measure of how much energy is needed to enlarge the surface by one unit area. That is, the dimension is J/m2, or N/m.

•( intermolecular) attractions, the interfacial tension may have different "signs"different "signs".

– A "positive" interfacial tension ( > 0) means that the molecules of each fluid are most strongly attracted to the molecules of their own kind. Whereby the two fluids are immiscible, and their contact surface is minimized

– A ”neutral” interfacial tension ( = 0) means that the molecules of each fluid are attracted equally to the molecules of their own kind as to those of the other kind, and the two fluids are ”truly”miscible.

Transport in Permeable Media

– A ”negative” surface tension ( < 0) means that the molecules of one fluid are more strongly attracted to the molecules of the other fluid. This kind of miscibility is called dissolution, wich usually means a chemical reaction between the two fluids, leading to a stable new fluid. Alcohol i water is an example of dissolution.

Page 41: Course + Lectures notesporousmedia.nl/nfcmr/college/college-week2A-2016.pdf · tu19‐4‐2016 13:45 15:30 Leo Introduction + REV th21‐4‐2016 08:45 10:30 NO lecture Week 2 tu26‐4‐2016

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TPM

• Porous material – porosity• Porous material – porosity• Surface tension• Contact angle

Transport in Permeable Media

TPM

Droplets on materials

Transport in Permeable Media

• One fluid wets the surfaces of the formation rock (wetting phase) in preference to the other (non-wetting phase).

• Gas is always the non-wetting phase in both oil-gas and water-gas systems.

• Oil is often the non-wetting phase in water-oil systems.

Page 42: Course + Lectures notesporousmedia.nl/nfcmr/college/college-week2A-2016.pdf · tu19‐4‐2016 13:45 15:30 Leo Introduction + REV th21‐4‐2016 08:45 10:30 NO lecture Week 2 tu26‐4‐2016

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Cohesive and Adhesive ForcesWater on: Water is said to “wet” glass

Teflon GlassAdhesive attraction between water and teflon is low and the cohesive forces among the water molecules pull the water molecules into spheresAdh i tt ti b t t d l i hi h d

Transport in Permeable Media

Adhesive attraction between water and glass is high and water is “pulled onto” the glass

TiO2-Silicone film before UV irradiation

TiO2-Silicone film after UV irradiation

TPM

Liquid surface

border

Transport in Permeable Media

equilibrium GSSLLG cosLG

SLGS

cos

Page 43: Course + Lectures notesporousmedia.nl/nfcmr/college/college-week2A-2016.pdf · tu19‐4‐2016 13:45 15:30 Leo Introduction + REV th21‐4‐2016 08:45 10:30 NO lecture Week 2 tu26‐4‐2016

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TPM

LG

SLGS

cos

Contact angle

Transport in Permeable Media

TPM

Contact angle: 0° 90° 180°

cos 1 0 -1

Spreading Complete wett. Partial wetting SL= SV Negligible wett. Non-wett.(a) (b)

Transport in Permeable Media

(a) is the case of a liquid which wets a solid surface well, e.g. water on a very clean copper. Perfect wetting.(b) is the case of no wetting, contact angle =180o. This represents water on teflon or mercury on clean glass.

Page 44: Course + Lectures notesporousmedia.nl/nfcmr/college/college-week2A-2016.pdf · tu19‐4‐2016 13:45 15:30 Leo Introduction + REV th21‐4‐2016 08:45 10:30 NO lecture Week 2 tu26‐4‐2016

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Extremes

Transport in Permeable Media

TPM

The lotus effect(~150o)

Water droplet on lotus leaf,with adhering particles

Contaminating stain powderremoved by rinsing with water

Transport in Permeable Media

The Lotus Effect is based on surface roughnesscaused by different microstructures togetherwith the hydrophobic properties of the epicuticularwax (~150o)

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TPM

Cassie–Baxter model

Transport in Permeable Media

1coscos * ffr yf

Apparent contact angle

TPM

A droplet on an inclined superhydrophobic surface does not slide off; it rolls off. When the droplet rolls over a contamination, the particle is removed from the surface if the force of absorption of

Transport in Permeable Media

particle is removed from the surface if the force of absorption of the particle is higher than the static friction force between the particle and the surface. Usually the force needed to remove a particle is very low due to the minimized contact area between the particle and the surface. As a result, the droplet cleans the leaf by rolling off the surface.

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TPM

Oil

WATER-WET ROCK

• 0 < < 90

Solid

Water

Oil

os ws

ow

os

Transport in Permeable Media

• Adhesive tension between water and the rock surface exceeds that between oil and the rock surface.

0 < < 90

TPM

OIL-WET ROCK

Waterow

Solid

Oil

os ws

os

Reservoir rock is oil-wet if oil preferentially wets the k f

Transport in Permeable Media

• 90 < < 180

• The adhesion tension between water and the rock surface is less than that between oil and the rock surface.

rock surfaces.

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TPM

Experimental setup for measuring contact angles

Transport in Permeable Media

TPM

Transport in Permeable Media

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TPM

Contact angle hysteresisYoung eq. predicts single value for intrinsic c. a. but

Range of stable apparent an be measured experimentally: => hysteresisi d i i i dimaximum - advancing minimum – receding

Advancing contact angle (θA < θR) is always larger than or equal to thereceding contact angle

Roughness

Ch i l t i ti

r

ahysteresis

raindrop

Transport in Permeable Media

Chemical contaminationor heterogeneity of solid surface

Solutes in the liquid(surfactants, polymers)may deposit a film on solid surface

TPM

Oil drop in water : lens

Transport in Permeable Media

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TPM

Oil drop in water

Oil

WA OA

Air

13 Oil

WaterOW

•Force balance for both horizontal and vertical direction

1

2

3

Transport in Permeable Media

213 coscoscos owoawa

owoawa lens

owoawa spreading

TPM

Transport in Permeable Media

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TPMBenzene-Water system

Air

WaterOil

S = WA – (OW - OA)

S > 0 the oil spreads into a thin film (complete wetting)S < 0 lens with finite size (partial wetting)

Example: adding a drop of Benzene tothe surface of water

WA = 72.8 mN/mBA = 28.9 mN/m 35 0 N/

Sinit > 0 WA = 62 4 mN/mSfinal < 0

Transport in Permeable Media

BW = 35.0 mN/m WA = 62,4 mN/m

TimeBenzene dissolves

in water

TPM

• Porous material – porosity• Porous material – porosity• Surface tension• Contact angle• Capillary pressure +

Transport in Permeable Media

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TPM

ds

Pressure ????

r1

dn

Transport in Permeable Media

Small curved surface element

r2r2

r1r1

r2

TPM

Forces: small curved surface element

dnds

r1r1

Transport in Permeable Media

r2r2

r2

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TPM

Forces: small curved surface element

dndswnds wndn

r1r1

wndswndn

Transport in Permeable Media

r2r2

r2

TPM

Pressure difference

dndswnds wndn

pwdsdn

r1r1

wndswndn

pndsdn

Transport in Permeable Media

r2r2

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TPM

dsd

pwdsdn

r1 r1

wndswnds pndsdn

Transport in Permeable Media

TPM

wnds

pwdsdn

½d ?

r1 r1

wndspndsdn

½dn ?

Transport in Permeable Media

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TPM

wnds

pwdsdn12

1sin

r

dn

2

r1 r1

wndspndsdn

½dn F? wndsdnr

12

2

wndsdn

dsdn

rA

Fp

1

1

11

Transport in Permeable Media

wntot rrp

21

11

TPM

Capillary Pressure ?Water in a fine glass capillary tube

Water wets the surface of the glass, and is pulled upwards to form a curved surface or meniscussurface, or meniscus.

rP

2

Capillary tube

R

r

Transport in Permeable Media

r

R=r1=r2=rNegative pressure : suction

DEMO

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TPM

EXAMPLE: Water in a fine glass capillary tube

Water wets the surface of the glass, and is pulled upwards to form a curved surface, or meniscus.

The pressure difference across the meniscus can be expressed as:The pressure difference across the meniscus can be expressed as:

and:

cos

ar

rP

2

r

Transport in Permeable Media

therefore we get:

aP

cos2

TPM

BetterCapillary tube

R

r

Transport in Permeable Media

R=r1=r2=R/cos

rppp wn

wnc

cos2

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TPM

Rubber Membrane

• Rubber membrane at the end of cylindrical tube. An

Transport in Permeable Media

yinner pressure Pi can be applied, which is different than the outside pressure Pa

TPM

Capillary tubeR

r

Short cut

r

Work: dSdV

dSppp wnc )(

Transport in Permeable Media

dVpp wn )( dV

sphere

rpc

2

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TPM

EXAMPLE: Water in a fine glass capillary tube

Because the pressure on the concave side is lower than that on the convex side (Pin < Pout), water rises within the capillary tube.

Fluid rises in the capillary until the pressure due to the weight of the column of fluid in the capillary is equal to the pressure difference across the meniscus:

Where:

ghPP watermeniscus

Transport in Permeable Media

h = height of capillary riseg = force due to gravityρ = density of water

TPM

EXAMPLE:  Water in a fine glass capillary tube

isince:

we get:

ghr

Pmeniscus

2

2

Transport in Permeable Media

Washburn equation

rgh

2

max

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TPM

Liquids in Contact with a Solid SurfaceLiquids in Contact with a Solid Surface

• The adhesive forces (liquid-glass) are greater than the cohesive forces (liquid-liquid)forces (liquid liquid)

• The liquid clings to the walls of the container

• The liquid “wets” the surface

• Cohesive forces (liquid-glass) are

Transport in Permeable Media

greater than the adhesive forces

• The liquid curves downward

• The liquid does not “wet” the surface

TPM

NOTE:

The contact angle between the fluidThe contact angle between the fluid 

and the capillary wall

determines whether:

(a)  capillary rise

(b) capillary depression

02

r

P

Transport in Permeable Media

(b) capillary depression

02

r

P

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TPM

Hydrophillic Hydrophobic

Definition water contact surface

Transport in Permeable Media

TPM

Transport in Permeable Media

example

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TPM

Transport in Permeable Media

Maximum height ???

TPM

Soil Type Capillary Rise (m)Clay >10Fine Silt 7.5C Silt 3 0Coarse Silt 3.0Very Fine Sand 1.0Fine Sand 0.50Medium Sand 0.25Coarse Sand 0.15

d

Transport in Permeable Media

Very Coarse Sand 0.04Fine Gravel 0.015

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TPM

Cellular concrete

Capillary rise

Water level

Transport in Permeable Media

TPM

Rising damp city of Venice

Transport in Permeable Media

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TPM

Capillary suction

Capillary suction

Transport in Permeable Media

suction

TPM

Related phenomena

Transport in Permeable Media

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TPM

Transport in Permeable Media

Sugar cube in coffee

movie

TPM

Lungs

It takes some effort to breathe in because these tiny balloons must be inflated but the elastic recoil of the tiny balloons assists

Transport in Permeable Media

must be inflated, but the elastic recoil of the tiny balloons assists us in the process of exhalation

Baby: The alveoli of the lungs are collapsed in the fetus and must be inflated in the process of inhalation

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TPM

Wet DryMoist

Transport in Permeable Media

TPM

Water in porous material

Transport in Permeable Media

Underpressure => shrinkage

soil, glass beads, dijken, beach

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TPM

Transport in Permeable Media movie

TPM

10 x 10 cm 0.1 μm

Transport in Permeable Media

Hyundai Pony 1.5 924 kg

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TPM

2

Force of plates

Sr

F2

NNF 9240146001.01.0101.0

073.026

Transport in Permeable Media

TPM

Transport in Permeable Media

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TPM

Crystallization pressure

limestone

airflow

Transport in Permeable Media

Movie of Eric Doehne

Getty Science

Na2SO4 solution

1 month in 52 secs

www.getty.edu/conservation/science movie

TPM

Gypsum crystals growing in a ‘pore space’

Transport in Permeable Media

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TPM

Crystallization pressure

pressure

rp

crystal Pc

Transport in Permeable Media

p

clc r

P cos2

TPM

Surface tensione.g. fired-clay brick :3 MPa

Damage crystal

crystal

Na2CO3 =0.09 Nm-1

Na2SO4 7H20 very low

m][Par

0.04P

damage

< 12 nm

nonm][Par

0.0P

Transport in Permeable Media

Na2SO4 10H20 =0.10 Nm-1 m][Par

0.06P < 20 nm

r

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TPM

MIP: Mercury Intrusion PorosimetryNon-wetting fluid

Transport in Permeable Media

Mercury =140o, =500 10-3 Nm-1

TPM

Transport in Permeable Media

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TPM

Transport in Permeable Media

TPM

Assumes pores in porous material shaped like cylindrical tubes

MIP: Mercury Intrusion Porosimetry

Working principleAssuming a cylindrical pore model, the relation between the pressure applied and the pore size is described by the Washburn equation:

r Hg cos2

THIS IS A MODEL

Transport in Permeable Media

Where:r = radius of the pore intruded by the mercury, = surface tension of the mercury, = contact angle between the mercury and the material testedp= pressure applied

Pr

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TPM

• Inject mercury into pores to measure pore size and pore size pdistribution.

• MIP cylindrical pores

Transport in Permeable Media

MODEL OF MATERIAL

TPM

r

drrfV )(

cumulative

o

f )(

pore size

Transport in Permeable Media

distribution

dr

dVrf )(

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TPM

Transport in Permeable Media

r

o

drrfV )(dr

dVrf )(

cumulative pore size distribution

TPM

• Advantages– Results obtained quickly (minutes,hours)– Method is reasonably accuratey

– Very high range of capillary pressures

• Disadvantages– Ruins core / mercury disposal– Hazardous testing material (mercury)

Con e sion eq i ed bet een

Transport in Permeable Media

– Conversion required between mercury/air capillary data to reservoir fluid systems

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TPM

Capillary instabilitySelf study

The force g = r forces fluid from the throat, decreasing rleading to collapse.

Transport in Permeable Media

Joseph Plateau, in 1873, observed experimentally that a falling stream of water of length greater than approximately 3.13 times its diameter will form droplets while falling.

TPM

Transport in Permeable Media

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TPMSurface Tension with Temperature

low T high T

• Weaker intermolecular forces• Increase of surface area

Water molecule representative

• Lower Surface Tension

Surface tension decreases

Transport in Permeable Media

Su ace te s o dec easesat approximately one percent per 4oC

TPMTemperature gradient

Transport in Permeable Media

T1 < T2

Water moves to lower temp