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Water Req

The document provides details on calculating crop water requirement and reference evapotranspiration using the Penman-Monteith method. It lists the climatic data for Tanay, Rizal, Philippines including temperature, humidity, wind speed and more. It then outlines the parameters and calculations to determine reference evapotranspiration of 3.86 mm/day. Factoring in a crop coefficient of 0.9 for ornamental plants, actual evapotranspiration is calculated to be 3.474 mm/day. Adding in a soil water depletion value, the total crop water requirement is calculated to be 5.224 mm/day. The document also provides equations for determining irrigation application rate.
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0% found this document useful (0 votes)
15 views6 pages

Water Req

The document provides details on calculating crop water requirement and reference evapotranspiration using the Penman-Monteith method. It lists the climatic data for Tanay, Rizal, Philippines including temperature, humidity, wind speed and more. It then outlines the parameters and calculations to determine reference evapotranspiration of 3.86 mm/day. Factoring in a crop coefficient of 0.9 for ornamental plants, actual evapotranspiration is calculated to be 3.474 mm/day. Adding in a soil water depletion value, the total crop water requirement is calculated to be 5.224 mm/day. The document also provides equations for determining irrigation application rate.
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© © All Rights Reserved
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CROP WATER REQUIREMENT CALCULATION

Cwr=ETa+ ( S∧P ) field


ETa=ETo∗kc

REFERENCE EVAPOTRANSPIRATION CALCULATION


(Using Penman-Monteith Method)

Climatic Data Requirements of Tanay, Rizal (based on PAG-ASA average values)

ITEM SYMBOL UNIT-VALUE


Initial Data Required:
Maximum Temperature Tmax 25.6 oC
Minimum Temperature Tmin 19.9 oC
Elevation above sea level z 646.05 m
Wind speed uz 4 m/s
Dewpoint Temperature Tdew 20.8 Oc
Relative Humidity RH 90%
Latitude Latitude 14 34’53.22” N
Actual duration of sunshine n 12 hours

Parameters used in Calculations:


Mean daylight hours N 11.3 hours
Slope of vapour pressure curve ∆ kPa/oc
Psychrometric constant γ kPa/oc
Saturation vapor pressure es kPa
Saturation vapor pressure at Tmax e^o (Tmax) kPa
Saturation vapor pressure at Tmin e^o (Tmin) kPa
Actual vapor pressure ea kPa
Extraterrestial radiation Ra MJ/m^2/day
Solar radiation Rs MJ/m^2/day
Clear-sky solar radiation Rso MJ/m^2/day
Net solar radiation Rns MJ/m^2/day
Net longwave radiation Rnl MJ/m^2/day
Net radiation Rn MJ/m^2/day
Soil heat flux G MJ/m^2/day
Reference evapotranspiration ETo Mm/day

Parameters:
Tmax+Tmin 25.6+19.9
Air Mean Temperature Tmean= =
2 2
Tmean=22.75 oC
Slope of Vapor Pressure ∆=0.17 kPa/o C (Table B.4)

Value of Psychrometric Constant γ =0.062kPa /oC (Table B.5)


o
Saturation Vapor Pressure e (Tmax )=¿ 3.361 kPa/ oC (Table B.6)
o
e ( Tmin )=¿2.338 kPa/ oC

o o
e ( Tmax ) +e (Tmin ) 3.361+2.338
es= =
2 2

es=2.8495 kPa

o
Actual Vapor Pressure ea=e (Tdew) (Table B.6)

ea=2.487 kPa

MJ
Extraterrestrial Radiation Ra=30.6 2
/day (Table B.7)
m

Solar Radiation (
Rs= 0.25+ 0.50
n
N )
Ra

(
¿ 0.25+0.50
12 h
11.3h )
MJ
30.6 2 /day
m
MJ
Rs=23.90 2
/day
m
Altitude
Clear-sky Radiation Rso=0.75+2 Ra
100,000
646.05 MJ
¿ 0.75+2 (30.6 2 /day)
100,000 m
MJ
Rso=23.0112 2
/day
m

Net Solar Radiation Rns=0.77∗Rs


MJ
¿ 0.77 (23.90 2
/day)
m
MJ
Rns=18.403 2
/day
m

4 MJ
Net Longwave Radiation σTmax k =39.27 2
/day (Table B.9)
m
4 MJ
σTmin k =36.21 2
/day
m

4 4
σTmax k + σTmin k Rs
Rnl= (0.34−0.14 √ ea)(1.35 −0.35)
2 Rso
39.27+36.21 23.90
Rnl= (0.34−0.14 √ 2.487)(1.35 −0.35)
2 23.0112
MJ
Rnl=4.73 2
/day
m

Net Radiation Rn=Rns−Rnl


¿ 18.403−4.73
MJ
Rn=13.673 2
/day
m

Soil Heat flux ¿ can be neglected ,G=0

Reference Evapotranspiration
900
0.408 ∆ ( Rn−G ) +γ uz (es−ea)
Tmean+273
ETo=
∆+ γ (1+ 0.34 uz)
900
0.408∗0.17 (13.673−0 )+ 0.062 ∗4 (2.8495−2.487)
22.75+273
ETo=
0.17+ 0.062(1+0.34∗4)
0.9484+0.18867 (1.45)
ETo=
0.31632
mm
ETo=3.86
day

Actual Evapotranspiration

ETa=ETo∗kc (ornamental plants)


mm
ETa=(3.86 ∗0.90)
day
mm
ETa=3.474
day
Crop Water Requirement

Cwr=ETa+ ( S∧P ) (field−clay loam)


¿ 3.474+ 1.75
mm
Cwr=5.224
day
FRONT
L L
Application Rate q=30 ¿ 0.008
h s
ΣSc (0.34 +0.3+0.36)m
Sc ave= = =0.333 m
3 3
ΣSm (0.5+ 0.44+0.54)m
Smave= = =0.493 m
3 3
L 3
∗1 m
( )
3
h 1000 mm
30 ∗
q 1000 L 1m
r= =
( )
Sc∗Sm 1000 mm 2
0.333 m∗0.493 m∗
1m
mm
r =182.74
hr

dgross 59.55 mm
Set Time ts= =
r 182.74 mm/hr
hr
ts=0.33
set

System Capacity Q=Nc∗Ns∗q q=Sl∗Sm∗r


Nc ave=2
(50+ 63+42)
Ns ave= =51.67∨52
3
mm
∗1 m
hr
Q=2∗52∗(0.333 m∗0.493 m∗182.74 )
1000 mm
3
3.12 m
∗1000 L
hr
3
∗1hr
1m
Q=
3600 s
L
Q=0.87
s

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