water losses
DESCRIPTION
Evaporation:(a) from water surface, i.e., reservoirs, lakes, ponds, river channels, etc.(b) from soil surface, appreciably when the ground water table is very near the soil surface.Transpiration—from plant leaves.TRANSCRIPT
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Evaporation:(a) from water surface, i.e., reservoirs, lakes,
ponds, river channels, etc.
(b) from soil surface, appreciably when the ground
water table is very near the soil surface.
Transpirationfrom plant leaves.
Evapotranspiration for consumptive usefromirrigated or cropped land.
Infiltrationinto the soil at the ground surface.
Watershed leakageground water movementfrom one basin to another or into the sea.
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Evaporation from free water surfaces and soilare of great importance in hydro-meterological studies. (?)
Evaporation from water surfacesThe factors affecting evaporation are air and
water temperature, relative humidity, windvelocity, surface area (exposed), barometricpressure and salinity of the water.
Not : The a minor effect of evaporation are barometric pressureand salinity of the water
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This is done by the following methods Using evaporimeters
Using empirical equations
Using analytical methods
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Evaporimeters These are pans containingwater which are exposed to the atmosphere.Loss of water by evaporation from these pansare measured at regular intervals (daily).
Meteorological data such as humidity, windvelocity, air and water temperatures, andprecipitation are also measured and notedalong with evaporation.
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255 mm
150 mm
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WMOrecommends the following values of minimumdensity 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.kmA typical hydro-meteorological station has thefollowing: Recording raingauge and non-recording raingauge Stevenson box with maximum, minimum, wet, and
dry bulb thermometers Wind anemometer and wind vane Pan evaporimeter Sunshine Recorder etc
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Daltonslaw of evaporationThe rate of evaporation is a function of the differences in
vapour pressure at the water surface and in the atmosphere,and the Daltonslaw of evaporation is given by .
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Accounts for the effect of pressure inaddition to the wind speed effect
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1) Water Budget Method
can only be measured
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The following are some of the methods ofestimating evapotranspiration:
(i) Tanks and lysimeter experiments
(ii) Field experimental plots
(iii) Installation of sunken (colarado) tanks (iv) Evapotranspiration equations as developed by
Lowry-Johnson, Penman, Thornthwaite, Blaney-Criddle, etc.
(v) Evaporation index method, i.e., from panevaporation data as developed by Hargreavesand Christiansen.
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However, two well known methods arediscussed here.
(i) Blaney-Criddle method.
(ii) Evaporation Index method..
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This method is used throughout the world forthe consumptive use determinations and isgiven by :
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Analysis of data on consumptive use indicate ahigh degree of correlation between panvaporation values and consumptive use. Therelationship between the evapotranspiration
(Et) and pan evaporation (Ep) is usuallyexpressed as
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Water entering the soil at the ground surfaceis called infiltration.
Infiltration is important for: Soil water recharge (e.g., for plants)
Groundwater recharge
River base flow
Contaminant movement
builds up the ground water table.
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f0ft=fc+ f0-fc)e-ktfcfinfiltration
time twhen if fa=fi< f fa=iwhere, fa=actual infiltration ratef =infiltration capacity
i =intensity of rainfallinfiltr tion c p city t time t fter the beginning of the stormft=fc+ f0-fc)e ktwhere, fo=initial infiltration capacityfc=limiting constant value of the infiltrationThe values of fc, foand k depends upon the type and condition ofsoil
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soil moisture type of soil medium permeability
vegetal cover compaction of soil available storage in soil stratum depth of surface detention
temperature of water other factors
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2. Rainfall simulator-type infiltrometer
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Single Ring Double Ring
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An average constant value of infiltration iscalled infiltration index.
Two types of infiltration indices arecommonly used.-index
1. -index2. w index
There are extremely used for the analysis ofmajor floods when the soil is wet and the
infiltration rate becomes constant
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The value of f-index can be derived from the rainfallhyetograph and the resulting surface runoff volume by trial anderror.
The unshaded area below the horizontal line is assumed that alllosses are due to infiltration only.
For determination of - index, a horizontal line is drawn on thehyetograph such that the shaded area above that line is equalto the volume of surface runoff.
If the shaded area is not equal to the volume of measuredsurface runoff, the horizontal line is shifted upwards ordownwards till this condition is satisfied.
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w-index=(P-R-S)/tfwhere P=total storm precipitation (cm)
R=total surface runoff (cm)S=depression and interception losses (cm)
tf=time period (in hours)The w-index is more accurate than the -index
because it excludes the interception and depression
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For a storm of 3-hr duration, the rainfall rates are as follows
1.2.0.2.8.4.4ainfall rate cm/hr)3000000Time period (min)
If the surface runoff is 3.4 cm, determine the -index and w-index.Solution
Assume that f-index is more than 1.4 cm/hr. Therefore, surface runoffR=[(3.4-)+(4.8-)+(3.2-)+(2.0-)]30/60
3.40=6.7-2=1.65 cm/hrAs the computed value of f-index is greater than 1.4 cm/hr, the assumption wastotal precipitation P=(1.4+3.4+4.8+3.2+2.0+1.2)30/60
=8 cmW-index=(P-R-S)/tf, assume S = 0
=(8 0-3 4)/3 0 =1 53 cm/hr