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Evaporation and Transpiration
Evaporation
Evaporation is the process by which water isconverted from its liquid form to its vapor form andthus transferred from land and water masses to theatmosphere.
Evaporation from the oceans accounts for 80% of thewater delivered as precipitation, with the balanceoccurring on land, inland waters and plant surfaces.
Rate of evaporation
Wind speed:
The higher the wind speed, the more evaporation
Temperature:
The higher the temperature, the more evaporation
Humidity:
The lower the humidity, the more evaporation
Factors effecting evaporation
Strength of intermolecular forces
Surface area
Atmospheric Pressure
Humidity
Radiation
Wind Velocity
Temperature
Vapor pressure
Strength of intermolecular forces
The ease of evaporation of a liquid is related to thestrength of the attractive forces between themolecules in the liquid. In polar liquids cohesiveforces are strong while in non-polar liquids thecohesive forces are very weak and the moleculesescape easily
Surface area
The larger the exposed surface area of the liquid the greater is the number of molecules escaping from its surface. Evaporation is directly proportional to the area exposed.
Some important factors
If humidity is more, the water holding capacity of air is less, so lessevaporation. If water content is less in the air, more evaporation, will takeplace.
If atmospheric pressure is more, the evaporation is less and vice versa
Evaporation rate varies directly with the difference of vapor pressurebetween air and water.
Evaporation is directly proportional to radiation. Solar energy near theequator is more, therefore evaporation is much more.
The increase in wind velocity increases evaporation. Wind removes theevaporated water and thereby creates space for new evaporated water.
The rate of evaporation increases as the temperature of a liquid isincreased, as it is an endothermic process. For example, a glass of hot waterevaporates more rapidly than a glass of cold water.
Dalton’s Law of Evaporation
Rate of evaporation is proportional to the differencebetween saturation vapor pressure (SVP) at watertemperature(ew) and actual vapor pressure in the air (ea )
In the initial stages, the rate of evaporation is morethan the rate of condensation because only smallnumbers of molecules are present in the gaseous state.
The state where the rate of evaporation becomes equalto the rate of condensation is called a state of dynamicequilibrium.
Vapor pressure
Magnitude of vapor pressure
The magnitude of vapor pressure depends upon the
following three factors
Nature of liquid
Temperature of the liquid
Presence of impurities
Measurement Of Evaporation
This is done by the following methods
Using evaporimeters
Using empirical equations
By analytical methods
Evaporimeters
These are pans containingwater which are exposed tothe atmosphere. Loss ofwater by evaporation fromthese pans is measured atregular intervals (daily).
Meteorological data such ashumidity, wind velocity, airand water temperatures,and precipitation are alsomeasured and noted alongwith evaporation
USWB Class A Evaporation Pan
A pan of diameter 1210mm and depth255mm
Depth of water is maintained between18 and 20cm
The pan is made of unpainted GI sheet
The pan is placed on a woodenplatform of height 15cm above groundlevel to allow free air circulation belowthe pan
Evaporation is measured by measuringthe depth of water in a stilling well witha hook gauge
ISI Standard Pan
Specified by IS: 5973 and known as the modified Class APan
A pan of diameter 1220mm and depth 255mm, Coppersheet 0.9mm thick, tinned inside and painted white outside
Placed on a square wooden platform of width 1225mm andheight 100mm above ground level to allow free aircirculation below the pan
A fixed point gauge indicates the level of water
Water is added to or removed from the pan to maintain the water level at afixed mark using a calibrated cylindrical measure. The top of the pan iscovered with a hexagonal wire net of GI to protect water in the pan from birds.Presence of the wire mesh makes the temperature of water more uniformduring the day and night. Evaporation from this pan is about 14% lower ascompared to that from an unscreened pan
ISI Standard Pan
Colorado Sunken Pan
920mm square pan made ofunpainted GI sheet, 460mmdeep, and buried into theground within 100mm ofthe top
Main advantage of this pan– its aerodynamic andradiation characteristics aresimilar to that of a lake
Disadvantages – difficult todetect leaks, expensive toinstall, extra care is neededto keep the surroundingarea free from tall grass,dust etc
Principle of Pan evaporation
The principle of the evaporation pan is the following:
The pan is installed in the field, the pan is filled with a known quantity of water (thesurface area of the pan is known and the water depth is measured)
The water is allowed to evaporate during a certain period of time (usually 24 hours).For example, each morning at 7 o'clock a measurement is taken. The rainfall, if any,is measured simultaneously
After 24 hours, the remaining quantity of water (i.e. water depth) is measured A the amount of evaporation per time unit (the difference between the two
measured water depths) is calculated; this is the pan evaporation: E pan (in mm/24hours)
The E pan is multiplied by a pan coefficient, K pan, to obtain the ETo
ETo = K pan × E panwith:
ETo: reference crop evapotranspirationK pan: pan coefficientE pan: pan evaporation
USGS Floating Pan
A square pan of 900mm sides and450mm deep
Supported by drum floats in themiddle of a raft of size 4.25m x4.87m, it is set afloat in a lake witha view to simulate thecharacteristics of a large body ofwater
Water level in the pan ismaintained at the same level asthat in the lake, leaving a rim of75mm
Diagonal baffles are provided in thepan to reduce surging in the pandue to wave action
Disadvantages – High cost ofinstallation and maintenance,difficulty in making measurements
Drawbacks of Evaporation pans
Evaporation pans are not exact models of large reservoirs. Their major drawbacks are the following:
They differ from reservoirs in the heat storage capacity and heattransfer characteristics from the sides and the bottom (sunken andfloating pans aim to minimize this problem). Hence evaporation froma pan depends to some extent on its size (Evaporation from a pan ofabout 3m dia is almost the same as that from a large lake whereas thatfrom a pan of about 1m dia is about 20% in excess of this).
The height of the rim in an evaporation pan affects wind action overthe water surface in the pan. Also it casts a shadow of varying size onthe water surface.
The heat transfer characteristics of the pan material are different fromthat of a reservoir.
Hence evaporation measured from a pan has to be corrected to get theevaporation from a large lake under identical climatic and exposureconditions.
Pan coeffecient
Lake Evaporation = Pan Coefficient x Pan Evaporation
Sl. No. Types of Pan Average Value Range
1 Class A Land Pan 0.70 0.60 – 0.80
2 ISI Pan (Modified
Class A)
0.80 0.65 – 1.10
3 Sunken Pan 0.78 0.75 – 0.86
4 USGS Floating Pan 0.80 0.70 – 0.82
Evaporation Stations
WMO recommends the following values of minimum density of evaporimeters .
Arid Zones – 1 station for every 30,000 sq.km
Humid Temperate Zones – 1 station for every 50,000 sq.km
Cold regions – 1 station for every 1,00,000 sq.km
Typical hydro-meteorological station
Recording rain gauge and non-recording raingauge
Stevenson box with maximum, minimum, wet, and dry bulb thermometers
Wind anemometer and wind vane
Pan evaporimeters
Sunshine Recorder etc
Empirical Equations
Most of the available empirical equations for estimating lake evaporation are a Dalton type equation of the general form.
Meyer’s Formula
Rohwer’s Formula
Wind Velocity
In the lower part of the atmosphere, up to a height of about500m above the ground level, wind velocity follows theone-seventh power law as
Analytical Methods Of Evaporation Estimation
Water Budget Method
Energy Budget Method
Mass Transfer Method
Water Budget Method
If the unit oftime is kept verylarge, estimatesof evaporationwill be moreaccurate. It isthe simplest ofall the methods,but the leastreliable
Energy Budget Method
It involves application of thelaw of conservation ofenergy
Energy available forevaporation is determinedby considering the incomingenergy, outgoing energy,and the energy stored in thewater body over a knowntime interval
Estimation of evaporationfrom a lake by this methodhas been found to givesatisfactory results, witherrors of the order of 5%,when applied to periods lessthan a week
Energy Balance in a water body
This is the energy balancein a period of 1 day. Allenergy terms are incalories/ sq.mm/day.
If time periods are shortHs , Hi can be neglected asthey are negligibly small .
All terms except Ha, caneither be measured orevaluated indirectly .
Ha is estimated usingBowen’s ratio
Comparison Of Methods
Analytical methods can provide good results.However, they involve parameters that are difficultto assess.
Empirical equations can at best give approximatevalues of the correct order of magnitude.
In view of the above, pan measurements find wideacceptance in practice.
Methods to Reduce Evaporation
The annual evaporation from water bodies, in Pakistan,can range from 1- 2 meters .The bigger the surfacemore evaporation. It can be reduced by one or more ofthe following :
Reduction of surface area of reservoir.
Wind breakers. Trees are planted on the windward side of the reservoir. This is useful & effective for small reservoirs
Mechanical covers. The reservoirs are totally covered with cover. This is effective but very expensive.
Monomolecular Films. A thin film of chemical is spread, which reduces the evaporation.
Transpiration
Transpiration is the process of water being takeninto and evaporating from plants
Evapotranspiration
Is a term used to describe the sum of evaporation and planttranspiration from the Earth's land surface to atmosphere
Evaporation accounts for the movement of water to the airfrom sources such as the soil, canopy interception, and waterbodies
Transpiration accounts for the movement of water within aplant and the subsequent loss of water as vapor throughstomata in its leaves
Evapotranspiration is an important part of the water cycle
Evaporation and transpiration occur simultaneously and thereis no easy way of distinguishing between the two processes
Potential Evapotranspiration (PET)
Potential Evapotranspiration (PET)
ASSIGNMENT 4
Estimating evapotranspiration
Catchment water balance
Hydro meteorological equations
Energy balance
Catchment water balance
Evapotranspiration may be estimated by creating anequation of the water balance of a drainage basin. Theequation balances the change in water stored within thebasin (S) with inputs and exports:
The input is precipitation (P), and the exports areevapotranspiration (which is to be estimated), streamflow (Q), and groundwater recharge(D). If the change instorage, precipitation, stream flow, and groundwaterrecharge are all estimated, the missing flux, ET, can beestimated by rearranging the above equation as follows;
ET = P- ∆S – Q - D
Hydro meteorological equations
Blaney- Criddle equation
A purely empirical formuladeveloped based on datafrom arid Western US
Assumes that PET is relatedto the hours of sunshine andtemperature (these aremeasures of solar radiationin an area)
PET (in cm) in a cropgrowing season
Penman equation
where:
m = Slope of the saturation vapor pressure curve (Pa K-1)Rn = Net irradiance (W m-2)ρa = density of air (kg m-3)cp = heat capacity of air (J kg-1 K-1)ga = momentum surface aerodynamic conductance (m s-1)δe = vapor pressure deficit (Pa)λv = latent heat of vaporization (J kg-1)γ = psychrometric constant (Pa K-1)
Penman-Monteith variation
λv = Latent heat of vaporization. Energy required per unit mass of water vaporized. (J/g)Lv = Volumetric latent heat of vaporization. Energy required per water volume vaporized.
(Lv = 2453 MJ m-3)E = Mass water evapotranspiration rate (g s-1 m-2)ETo = Water volume evapotranspired (m3 s-1 m-2)Δ = Rate of change of saturation specific humidity with air temperature. (Pa K-1)Rn = Net irradiance (W m-2), the external source of energy fluxcp = Specific heat capacity of air (J kg-1 K-1)ρa = dry air density (kg m-3)δe = vapor pressure deficit, or specific humidity (Pa)ga = Conductivity of air, atmospheric conductance (m s-1)gs = Conductivity of stoma, surface conductance (m s-1)γ = Psychrometric constant (γ ≈ 66
Pa K-1)
Energy balance
A third methodology to estimate the actual evapotranspiration isthe use of the energy balance.
Where λE is the energy needed to change the phase of waterfrom liquid to gas, Rn is the net radiation, G is the soil heat fluxand H is the sensible heat flux. Using instruments like ascintillometer, soil heat flux plates or radiation meters, thecomponents of the energy balance can be calculated and theenergy available for actual evapotranspiration can be solved.
λE = Rn + G – H
The SEBAL algorithm solves the energy balance at the earthsurface using satellite imagery. This allows for both actual andpotential evapotranspiration to be calculated on a pixel-by-pixelbasis. Evapotranspiration is a key indicator for watermanagement and irrigation performance. SEBAL can map thesekey indicators in time and space, for days, weeks or years
Experimental Method for measuring ET
weighing lysimeter
Potential evaporation in Huwaii
References
^ http://www.oslpr.org/download/en/2000/0031.pdf ^ Swank, W., and Douglass, J. 1974, Science.
185(4154):857-859 ^ Allen, R.G.; Pereira, L.S.; Raes, D.; Smith, M. (1998).
Crop Evapotranspiration—Guidelines for Computing Crop Water Requirements. FAO Irrigation and drainage paper 56. Rome, Italy: Food and Agriculture Organization of the United Nations. ISBN 92-5-104219-4. http://www.fao.org/docrep/X0490P/x0490p00.HTM. Retrieved 2007-10-08
^ http://www.waterwatch.nl/tools0/sebal.htWater Evaluation And Planning system (WEAP)