Lecture 5 & 6-Evaporation Flashcards

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1
Q

What is evapotranspiration (evaporation)?

A

Water in liquid or solid phase becomes vapour.
Includes:
-evaporation of liquid from water or land surfaces
-transpiration from leaves
-sublimation from ice and snow (solid to gas)

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2
Q

Evaporation in hydrological terms:

A
  • loss from a system
  • precip is input, first loss is evaporation, depends on energy, moisture gradient, clean air
  • generally a large component of our water balance than runoff (globally)
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3
Q

Practical importance of understanding evaporative processes

A
  • major component of energy and water vapour exchange (climate predictions)
  • water availability
  • plant growth & ecosystem response to change
  • irrigation efficiency
  • reservoir supply
  • implications for groundwater and overland flow (flood response)
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4
Q

Types of evapotranspiration

A
  • evaporation
  • transpiration (later)
  • interception (later)
  • sublimation (not in this class)
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5
Q

What is evaporation from a physical and hydrology persepctive?

A
  • liquid to gas conversion (physical)

- loss of water from a wet surface to the air through conversion into vapour (hydrology)

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6
Q

Ficks first law of diffusion

A

“a diffusing substance moves from where its concentration is larger to where its concentration is smaller at a rate proportional to the spatial gradient of concentration”

Essentially: opposite process to condensation (dry to wet), evaporation is balancing from wet to dry (balance water vapour gradients, high to low pressure)

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7
Q

Conditions for evaporation to occur:

A
  • energy (sun/heat)
  • method of exchanging air (wind)
  • low humidity (dry air)

temp below dew pt temp but warm so it can hold more water
vapour pressure difference between air and surface

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8
Q

Ke (coefficient) in mass-transfer approach

A
  • derived from the vertical wind speed profile
  • dependent on surface roughness (changes the intensity of eddies)
  • how easily is wet air replaced? (easier with smooth surface)
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9
Q

Vapour pressure difference

A

vapour pressure at surface (theoretical maximum at saturation) minus vapour pressure of the air (kPa)
es - ea
where both are dependent on temperature (C) and ea is also dependent on the relative humidity

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10
Q

Evaporation rate formula - Mass transfer approach

A

E=(Ke)(va)(es-ea)

where:
E = evaporation rate
va = wind speed (@2m height)
es = vapour pressure at the surface
ea = vapour pressure in the air
Ke = coefficient reflecting the efficiency of vertical transport of water vapour by turbulent eddies of wind
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11
Q

Information needed to calculate evaporation rate (mass-transfer approach)

A

wind speed
turbulence (surface roughness)
temperature or air and surface
relative humidity of air

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12
Q

Mass-transfer approach assumptions and uses:

A
  • only assumes that evaporation is affected vertically (only looks at surface and air above), doesn’t account for energy/mass from the sides
  • doesn’t take into consideration fluctuations of energy/temperature within the moment
  • doesn’t look at all the types of energy that influence heat transfer and vapour transfer
  • good for looking at what is happening in a single instant
  • good for body of water (way more complicated for land or soil)
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13
Q

How we calculate evaporation rates depends on:

A
  • surface type
  • water availability
  • stored energy use
  • water-advected energy use
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14
Q

stored energy use

A

evaporation needs energy which will lower the temperature of the thing that is being evaporated from

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15
Q

water advected energy use / exchange

A

with significant inputs/outputs of water that are at a different temperature than the surface the temperature of that surface will be affected by the input/outputs
so if looking at a large reservoir with small input this might not make a difference but with a small water supply and large input this could make a big difference

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16
Q

other considerations for calculating evaporation rates

A
  • purpose of study
  • available data (and cost of study)
  • time period of interest
17
Q

Evaporation from water calculation issues:

A
  • water advected heat
  • changes in heat storage (small water bodies may change temp over the season/day, large bodies need more energy to change temp)
18
Q

Issues/uncertainties when calculating evaporation will depend on:

A
  • Area
  • Volume
  • Water residence time relative to time period of interest
19
Q

Mass-transfer approach description

A

calculate free-water evaporation (theoretical maximum)

doesn’t consider advection or heat storage changes

20
Q

Methods for calculating evaporation

A
  • water balance approach
  • mass transfer approach
  • eddy correlation approach
  • energy balance approach
  • penman or combination approach
  • pan evaporation approach
21
Q

Water balance approach

A

apply water balance equation to water body of interest over a time period and solve for evaporation
if we know the change in volume, the inputs and outputs, the difference will be evaporation

E= W + SWin + GWin - GWout - SWout - change in volume
E=evaporation
W = precipitation
SW = surface water
GW = ground water
22
Q

Water balance approach practical considerations and applicability

A

-concept is simple but application is very complex
-don’t know true quantities
large uncertainties in final estimate
-measurement problems generally preclude the use of this method
-problems if evaporation is only small fraction
-can provide check on other approaches
-good for gross estimates
-okay for ‘long’ time periods

23
Q

Mass-transfer approach issues

A
  • measurements required: wind speed, surface temp, air temp, relative humidity
  • need to know measurement height
24
Q

Mass-transfer approach applicability

A
  • gives instantaneous rate
  • only average up to 1 day (not monthly)
  • good for artificially heated water bodies with known surface temp
  • Ts not normally measured on naturally heated water bodies
25
Q

Energy balance approach

A

net latent heat flux is dependent on net shortwave (solar) radiation, net longwave (emitted from earth/clouds) radiation, geothermal heat flux, sensible heat flux, water-advection energy (horizontal energy movement), change in stored energy in water body of time period of study

convert latent heat flux into evaporation by dividing above by density of water and latent heat of vaporisation (amount of energy to go from liquid to gas)

26
Q

Energy balance approach practical considerations

A
  • requires knowledge of all components (good measurements at short timeframes)
  • error transfer
  • point vs distributed
27
Q

Energy balance applicability

A
  • more usable with really short time periods and in environments that are really dry or really cold
  • data intensive, computationally intensive, mostly used in academic / scientific setting
  • often gets closest to reality
  • considers energy fluxes
28
Q

Penman or combination approach

A

combination of mass-transfer and energy balance approaches

29
Q

Pan evaporation approach

A

E = W - [V2 - V1]
W is precipitation
V1 volume at the start
V2 volume at the end

30
Q

Pan evaporation approach practical considerations

A
  • not the same as a lake - smaller heat capacity and advective processes different
  • no surface water inputs - changes input
  • heat transfer through walls - enhances evaporation
  • type of pan used
  • splash effects
31
Q

Pan evaporation approach applicability

A
  • useful baseline
  • cheap, easy, maintenance
  • good for long term studies