Week 7 Flashcards

(38 cards)

1
Q

What is the drainable porosity ~equivalent to in an aquifer?

A

Specific yield

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2
Q

Moisture content, theta =

A

vol water in voids/total rock volume

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3
Q

Water saturation, Sw =

A

vol water in voids/vol voids accepting water

i.e.

moisture content/effective porosity

  • how much of the effective porosity you’ve actually used
  • better indication of how wet/dry it is
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4
Q

Surface tension, concept

A

Particle on water/gas interface

Stronger forces from liquid

NET ATTRACTION = SURFACE CONTRACTS

each pore is a water/gas interface

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5
Q

(H) =

A

contact angle

Smooth surface = low

Rough surface = high

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6
Q

Capillary pressure Pc =

A

Po-Pw >=Pe

Po = air pressure

Pw = water pressure

Pe = air entry pressure

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7
Q

Pe =

A

air entry pressure

= pressure needed to increase the air pressure (Po) by to push water back out of the tube i.e. for air to enter

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8
Q

What value must Po have in order for air to enter tube/to empty tube?

A

Po >=Pw+Pe

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9
Q

Air entry pressure head, w(e) =

A

Pe/(water density) x g

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10
Q

For a tube of diameter D the air entry pressure, Pe =

A

(4 x (surface tension) x cos((H)) ) /D

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11
Q

“Cumulative probability distribution of pore sizes within a given pore volume” the plot

A

y (left) = Sw

y (right) = probability of non-exceedance

x (top) = D (pore size, decreases left to right)

x (bottom) = Pc

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12
Q

“Cumulative probability distribution of pore sizes within a given pore volume” results

A

Increase Pc = decrease Sw (b/c increasing Pe)

Decrease D = decrease Sw

60% pores <288um

288um Pe = 1000Pa

Pc>=Pe, so 60% of pore volume has Pe >1000Pa
= 60% will remain saturated with water

Even though Po > Pw (indicated by +ve Pc), pores resist air because their Pe’s are so high

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13
Q

Ignoring Po, Pc =

and w =

A

-Pw

w = -Pc/(water density) x g

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14
Q

Why does w (pressure head) decrease from the saturated zone to the unsaturated zone?

A

Unsaturated = higher Pc = lower w

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15
Q

Why does z (elevation head) increase from the saturated zone to the unsaturated zone?

A

h increases with elevation

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16
Q

What does h (hydraulic head) do from the saturated zone to the unsaturated zone?

A

Balanced from w and z

17
Q

If w(e) < -w

A

Pores = empty

18
Q

If w(e) > -w

A

Pores = filled with water

19
Q

w > 0

A

Saturated zone

20
Q

w < 0

A

Unsaturated zone

21
Q

Plot of:
y = moisture content
x = pressure head, w (i.e. decreasing elevation/increasing saturation, opposite to left READ THIS WAY)

PATTERNS:

A
  1. Stable, drops suddenly, stable
    = sandstone
    = pores pretty much all same size, lose all saturated once Pe exceeded

N.B. Also lower than 2) = suggests low Pe = suggests large D

  1. Decreases (not linearly)
    = clay
    = lots of different pore sizes

N.B. Hydraulic conductivity patterns not the same because it is a function of porosity and PORE SIZE

22
Q

When does the hydrostatic profile occur?

A

After a sustained absence of rainfall, evaporation and water table movement

UNREALISTIC

23
Q

What happens to the hydrostatic profile when it rains?

A

Increase saturation

Decrease Pc

Increase w

Increase h

24
Q

When does a divergent zero flux plane (DZFP) develop?

A

After rain has stopped

Water at topped pulled upwards (evapotranspiration)
= decreases h

Water at bottom still infiltrating downwards
= increases h

25
When does a convergent zero flux plane (CZFP) develop?
Post DZFP Rainfall again exceeds evapotranspiration (May move down and cancel out DZFP) = @ top increasing h = @ bottom decreasing h
26
Zero flux plane cycles over the year
November - mid April = winter drainage through whole profile Mid April - November = DZFP Mid September - November = CZFP
27
Measurement of moisture content, theta
Gravimetric method Neutron probe Dialectric methods Profile probe
28
Measuring moisture content; gravimetric method
Weigh/dry samples of known volume
29
Measuring moisture content; neutron probe
In situ Neutrons emitted from radioactive source Collide with H atoms = slow down = "slow neutron counter" :( can't be continually logged :( health/safety :( sphere of observation decreases with drier conditions
30
Measuring moisture content; dialectric methods
Property related to amount of electrical energy it can store Water = 80 (high) 1. Time domain reflectometry 2. Impedance technique 3. Capacitance technique :) can be continually logged :( require in situ calibration
31
Measuring moisture content; profile probe
Measures soil dialectric constant using capacitance method ~1m long, 100MHz signal Stainless steel rings transmit electromagnetic field extending ~100mm into soil - field passes easily through access tube walls but less easily through air gaps Dialectric constant affects electromagnetic field
32
Measurement of pressure head, w
1. TENSIOMETERS | 2. POROUS MATERIAL SENSORS
33
Measuring pressure head; tensiometers
Porous cup connected through tube to P-transducer All parts filled with water Initially at atmosphere pressure Unsaturated soil < atmospheric pressure = sucks water out of porous cup = reduced pressure in tensiometer = recorded by pressure transducer
34
Issue with tensiometers
Limited by water boiling point 20'C, boiling occurs at -927hPa; below 20'C = constant value measured of -927hPa If soil becomes subsequently wetter, tensiometer sucks in soil water - contains dissolved gases = problems If soil dry for too long; tensiometer water sucked out of soil = pressure reading of 0
35
Measuring pressure head; porous material sensors
Porous block --> soil, absorbs until pressure equilibrium reached Moisture content OF BLOCK measured and translated to P head :) dry conditions (no boiling/drying problems) :( moisture content of block insensitive in wet conditions Measure e.g. with: 1. Electrical resistance sensors - gypsum and electrodes - resistance = w - gypsum block slowly dissolves to maintain saturated conc of CaSO4 = electric conductivity insensitive to changes in solute cons 2. Dialectric methods applied to porous blocks rather than soil
36
Which are the most established measurement techniques?
Neutron probe Tensiometer
37
Frequent dry soil readings ...
Porous block sensor
38
Wet condition readings ...
Pressure transducer