4. Soil Water Flashcards

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1
Q

clay soil porosity is about __%

A

25

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2
Q

5 Main Properties of a soil

A
• Particle size distribution 
• Pore size distribution 
• Moisture content 
– gravimetric 
– volumetric 
– saturated or unsaturated 
• Porosity 
– m3 of pore space/m3 of soil or % 
•Dry bulk density – kg m-3 for dry soi
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3
Q

Forces on water in soil

A
1.• Gravitational force 
– Direction 
• Downward 
– Effect 
• Drains the soil

2.• Water retention forces
– Capillary forces
– Adsorption forces
.water retention forces= exerts tension/suction on the water which moves water from wet to dry soil
.soil water has potential energy, but it varies
-water will flow from high to low potential energy
-called “soil water potential”

Effect 
• Keeps water in the soil 
• Exerts tension or suction on water 
– matric suction 
• Water flows from wet to dry soil 
– up, down, sideways
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4
Q

Angle between hydrogen atoms on a water moleculeis ___ degrees

A

105

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5
Q

total soil water potential =

Above ground water table pressure potential is called=

Below ground water table pressure potential is called=

A

total soil water potential = gravitational potential + pressure potential

  • Above ground water table – Pressure potential is called matric potential
  • Below ground water table – Pressure potential is called piezometric potential
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6
Q
  • Potential energy per unit mass=
  • Potential energy per unit volume=
  • Potential energy per unit weight=
A

• Potential energy per unit mass
– J kg-1
-Jis Joule which is a unitof energy

• Potential energy per unit volume
– J m-3 = N m m-3 = N m-2
-Nm is a nutonmeter

• Potential energy per unit weight
– J N-1 = N m N-1 = m
-expressed in length

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7
Q

hydraulic head=

_____+______

A

gravitational head+pressure head
–Joule is the unit of energy

  • Above ground water table – Pressure head is called matric head
  • Below ground water table: – Pressure head is called piezometric head
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8
Q

.Soil water potential expressed as a _______ is =Force per unit area N m-2
Nm=Nutonmeter

.Soil water potential per unit weight is expressed as a ______

A

pressure

length

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9
Q

“head”means

A
  • “head” means energy potential per unit length(m)

- so we are working in Soil water potential expressed per unit weight

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10
Q

Gravitational Head

A
• Always the same 
• Reference level 
– Soil surface 
– hg = 0 m 
• hg decreases downward 
– 1 m per m
  • 1D=1 dimensional/directional
  • anytime we draw a soil profile, put 0 at the top with depth increasing downwards
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11
Q

Pressure Head at equilibrium conditions

A
  • pressure head varies with wetness/dryness of the soil
  • so we have to discuss it within “equilibrium conditions”
  • in equilibrium conditions we know exactly what will happen
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12
Q

Equilibrium Conditons mean

A

• Equilibrium conditions
– No evaporation
– No precipitation
– Capillary rise completed

AND

Hydraulic head stays constant with depth
-no waterflow

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13
Q

Pressure Head at equilibrium conditions

A
– At groundwater table: hp = 0 m 
– Above groundwater table 
• hm < 0 m 
• Decreases upward 
• Rate: 1 m per m – Below groundwater table 
• hp > 0 m 
• Increases downward 
• Rate: 1 m per

.pressure head will be 0 at the groundwater table no matter the conditions(never changes)
.above the groundwater table, the pressure head is always negative
-decreases upward at equilibrium conditions
-rate 1 m per m
.pressure head below the groundwater table will always be positive
m

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14
Q

Steps in building soil water diagram

A

Step 1: find water table depth and surface

Step 2: find gravitational head, start at 0 and decreases at 1m per m

Step 3: find pressure head ,start at 0

Step 4: compare hm at equilibrium with actual hm

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15
Q

To figure out which way the water is flowing we should be looking at the _________ head

A

To figure out which way the water is flowing we should be looking at the HYDRAULIC HEAD

  • look at green curve and notice that it goes down
  • closer to 0 is bigger on the negative side
  • if it moves negatively away from 0 then the water is going up
  • if it moves positively towards 0 then the water is going down
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16
Q

capillary fringe

A

.capillary fringe: zone where all pore space is saturated and is above water table

  • matric head is negative, under tension which must be overcome to access the water
  • decreases at a rate of 1m per m as we move towards the surface
17
Q

unsaturated zone

A

.Unsaturated zone: in this zone, moisture content decreases as we go towards the surface

18
Q

Matric Suction:

A

is the absolute value of the Matric head whch is always negative, i.e matric suction is positive

19
Q

pF

A

.pF is the 10 base log of matric suction so 104 m has a pF of 4

20
Q

any soil has a moisture content of between __-__% VOLUMETRIC WATER CONTENT at saturation(0)

A

40-55%

21
Q

On a log scale there is no __ on the y-axis

A

0

22
Q

__cm matric suction is found 1 cm above the water table

A

1

23
Q

If the y axis is pf instead, the bottom of the y axis would be __ because the 10 log base of 1 is __

A

0

24
Q

If talking pf, matric head and matric suction must be in __

A

cm

25
Q

.Permanent wilting point: plants can no longer suck water out of soil(water is held to tight)
-happens at a pF of ___for any soil and any plants

-at a pF of ___ the soil is at field capacity

A

.Permanent wilting point: plants can no longer suck water out of soil(water is held to tight)

  • happens at a pF of 4.2 for any soil and any plants
  • knowing this, we can check to see at what volumetric moisture content this occurs at by looking at the curve
  • at a pF of 2.0 the soil is at field capacity
26
Q

Volumetric moisture content=

_______-______

A

field capacoty-permanent wilting point

-water that is actually available to the plant

Field capacity-wilting point= % amount of water available

27
Q

there is always still water available in the soil for plants after there wilting point but they cannot access it because of..

A

tension is too strong for plants to access

28
Q

Hystersis

A

.graphs before have not taken into account hysteresis
-hysterisis takes into account real world inputs rather then 1 to 1
-have two main curves, one for when the soil is drying, and one for when the soil is wetting
.by drawing horizontal line across from the Y axis, we can determine that soil stays wetter for longer then soil stays drier.

29
Q

What is a 1-1 relationship and why does hystersis show different results?

A

Why isn’t there a 1-1 relationship?
.1-1 relationship between matric suction and moisture content
-but in real world the curved surface(meniscus) effects
-as the water table goes down and the pore begins to dry out, the meniscus is dropping but has very high curvature from adhesions
-as the water table goes up the the curvature is very low
.real pores are not tubes, so pores shapes hold water when drying because of wet soil
-when wetting, moisture content in soil is much dryer so it wont be able to pull the water in as far/well

30
Q

Darcy’s Law

A

FOUND IN TEXT EQUATION 4.13
-used to calculate hydraulic head

q is the flux (m s-1 or cm day-1) K( y ) is the hydraulic conductivity (m s-1 or cm day-1)  H is the difference in hydraulic head between two points (m)  l is the distance between the twopoints (m)

  • saturated sand has very high conductivity
  • saturated clay has very low conductivity
  • ALWAYS REPORT WATER FLUX AS A POSITIVE NUMBER
  • (-) is just there to make water move from low to high
31
Q

Continuity Equation

Moisture content/time= -(flux in-flux out)/change in distance

A

Continuity Equation:
.picture a block of soil, 1 square meter block of soil a few cm thick
-a flow of water flowing from left to right through the soil (qin->qout)
-if the flow/flux in is the same as the flow out then the soil moisture is constant
-if the flow/flux in is more then the flow/flux out then the soil moisture increases
-if the flow/flux is less then the flow/flux out then the soil moisture decreases

32
Q

ONLY __________ PORES CONTRIBUTE TO HYDRAULIC CONDUCTIVITY

A

water filled

33
Q

Hydraulic Conductivity

A

•Measure of how much water will flow if the hydraulic head gradient is 1 m m-1 •Function of the moisture content – K(  ) •Function of the matric head – K( y ) • Only water-filled pores contribute to the hydraulic conductivity