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Energy Balance and Evapotranspiration
Measurement
Energy Balance and Evapotranspiration
MeasurementYu-Jun Cui
Ecole Nationale des Ponts et Chaussée, Paris, France
Jorge G. ZornbergThe University of Texas at Austin, USA
Yu-Jun CuiEcole Nationale des Ponts et Chaussée, Paris,
FranceJorge G. Zornberg
The University of Texas at Austin, USA
ABOUT THIS TOPIC- Multi-disciplinary
Unsaturated soil mechanics, meteorology, hydrogeology, agronomy etc.
- Broad application field
Analysis of drought effect, slope stability, agricultural soil compaction ; design and monitoring of evapotranpirativecover, etc…
- Application to be enhanced in geotechnical and environmental engineering
Only ONE paper submitted to this Symposium
OUTLINEEvapotranspiration background
- Solar Radiation
- Evaporation and Transpiration
Energy Balance Approach
- Background
- Case history 1: Boissy-le-Châtel (France)
- Case history 2: OII Superfund site (USA)
Direct measurement
- Background
- Case history: Monticello (USA)
Water balance approach
- Background
- Case history: Rocky Mountain Arsenal (USA)
Final remarks
Energy balance
Solar radiationEmission rate of the sun : 73 million W/m2
Portion on the top of the earth atmosphere : 1380 W/m2
30% scattered back to space
70% transmitted through the atmosphere
- 19% absorbed by gazes
- 51% transmitted down to the earth surface
Radiation balance :
( ) ( )[ ] ( )updownn LLaDSDSR −++−+=
S : direct shortwave radiation
D: diffuse shortwave radiation
L: Longwave radiation
a : earth albeto – reflected radiation
Soil water balance
( ) SRETRIP wtoffnt ++=+−
Water infiltration to the soil ground :
( ) ( )offntwt RETIPSRI ++−=+=
EvapotranspirationEvaporation : change in state of water from liquid to water vapor when the transfer of energy towards water increases the kinetic energy
Transpiration : evaporation from the vascular system of plants
Estimating evapotranspiration (Penman 1948):
γγρ
+∆+∆
= avwn ELRPET )/(1000
( )23.2374099+
=∆T
Pvs ( )( )100/8.0165.0 2uPPE vvsa +−=
( )
−
=42.58.67ln
87.42 zuu z
Evapotranspiration measurement
• Direct measurement
• Energy balance approach
• Soil water balance approach
Energy balance approach
GHLeRn ++=
zTkCH Hpa ∂∂
= ρSensitive heat transfer
zP
PkLLe vvv
∂∂
=ρεLatent heat transfer
(evaporation)
soilyTG
∂∂
= λSoil heat transfer
Energy balance approach
vvv PT
PT
LPCp
LeH
∂∂
=∂∂
== γε
β
β+−
=1
GRLe n
Bowen ratio β measurement
Water vapor perssureHygrometers ( dew point hygrometer in the system of Campbell Scientific)
Air temperatureThermocouples (chrome – constantan thermocouples in the Campbell Scientific)
Net radiation fluxNet radioameter
Bowen ratio β measurement
tdTC
S s∆= ( ) wwddwdds CCwCCC θρρρ +=+=
G(z = 0) = G(z = d) + S
Campbell Scientific
B023
Bowen ratio system(after Blight 1997)
Case History: Boissy-le-Chatel
Lodge
0.05
0.05
1.00Temperature monitoring zone
Drilling hole
Precipitation monitoring zone
(n 28)
J D
HG
E
F
A
CB
Garage
OfficeLivingroom
0 5 10 15m
Laboratory
Water collection zone
Station of meteorology
Measuring zone of water (Flux, Quantity)
Boundary of experimental drainage zone (615m )
Working house
Piezometer
Drainage network
TDR Probes
Legendes:
2
TDR Probes
After Cui et al. 2005 (in print)
-10
0
10
20
30
40
50
1/1 1/2 1/3 1/4 1/5 1/6 1/7 1/8 1/9 1/101/111/12
Date (day/month)
Air
tem
pera
ture
(°C
)
0
10
20
30
40
50
60
70
80
90
100
1/1 1/2 1/3 1/4 1/5 1/6 1/7 1/8 1/9 1/10 1/11 1/12
date (day/month)
RH
(%)
0
50
100
150
200
250
1/1 1/2 1/3 1/4 1/5 1/6 1/7 1/8 1/9 1/10
1/11
1/12
Date (day/month)
Prec
ipita
tion
(mm
/day
)
0
500
1000
1500
1/1 1/2 1/3 1/4 1/5 1/6 1/7 1/8 1/9 1/10
1/11
1/12
Date (day/month)
Sola
r rad
iatio
n (J
/m²d
ay)
Field monitoring during the year 2003
0
5
10
15
20
1/1 1/2 1/3 1/4 1/5 1/6 1/7 1/8 1/9 1/10 1/11 1/12
Date (day/month)
Win
d sp
eed
(m/s
)
0
10
20
30
40
50
60
70
80
1/1 1/2 1/3 1/4 1/5 1/6 1/7 1/8 1/9 1/10 1/11 1/12
Date (day/month)
ETP
(mm
/day
)
0
5
10
15
20
25
1/1 1/2
1/3 1/4
1/5 1/6
1/7 1/8
1/9 1/10
1/11 1/12
Date (day/month)
Soil
tem
pera
ture
(°C
)
100 cm
50 cm
Field monitoring during the year 2003(continued)
-Darcy’s law for liquid phase :
-Fick’s law for vapor phase :
coupled through Pv to
zhkq w
w ∂∂
−=1
zPDq V
v ∂∂
−=2
∂∂
∂∂
+
∂∂
∂∂
=∂∂
zPD
zC
zhk
zC
th v
vvw
ww
∂∂
∂∂
+
−
∂∂
∂∂
=∂∂
zPD
zPPPL
tT
ztTC v
vv
eh λ
Determination of changes in Tsoil and θ
(after Wilson et al 1994)
Resolution method (Wilson et al’s equations)
• Attribute an initial value to β and determine the
corresponding values of H, G, PET and Le
• Calculate s and T by using H and Le definitions
• Lower boundary condition (T and hw ) known
• Resolution of Wilson et al’s equations
• repeat the calculations with another β value until an
admissible difference between calculated Le and PET
Temperature change at 0.5 m depth
8.0
9.0
10.0
11.0
12.0
13.0
14.0
0 5 10 15 20 25 30
Day(April, 1999)
Tem
pera
ture
(°C
)
Simulation
Measurement
(after Cui et al. 2005, in print)
Volumetric water content at 5 different depths
7
10
13
16
19
22
25
28
31
34
37
40
0 5 10 15 20 25 30
Day (April, 1999)
Vol
umet
ric w
ater
con
tent
(%)
Simulation15 cm25 cm35 cm45 cm55 cm
(Cui et al. 2005, in print)
Energy balance approach
Boulet G., Chehbouni A., Braud I., Vauclin M., Haverkamp R., Zammit C. 2000. A simple water and energy balance model designed for regionalization and remote sensing data utilization. Agriculture and forest meteorology 105, 117-132.
Shen Y.J., Kondoh A., Tang C.Y., Zhang Y.Q., Chen J.Y., Li W.Q., Sakura Y., Liu C.M., Tanaka T, Shimada J. 2002. Measurement and analysis of evapotranspiration and surface conductance of a wheat canopy. Hydrological Processes 16, 2173 –2187.
See also
Consideration of vegetation effect : LAI (Leaf Area Index)
Evapotranspirative Cover Systems
Evapotranspirative Cover Systems
Prescriptive CoverPrescriptive Cover(“Barrier” System)(“Barrier” System)
ET coverET cover(“Reservoir” System)(“Reservoir” System)
PrecipitationPrecipitationPrecipitation
EvapotranspirationEvapotranspirationEvapotranspirationOverland FlowOverland FlowOverland Flow
PrecipitationPrecipitationPrecipitation
PercolationPercolationPercolation
Overland FlowOverland FlowOverland Flow
MoistureStorageMoistureMoistureStorageStorage
PercolationPercolationPercolation
Case History: OII Superfund Landfill
Energy Balance ApproachEnergy Balance Approach
-50
0
50
100
150
200
250
Jan Feb Mar Apr May Jun Jul Aug Sep
Time
Liqu
id Q
uant
ity (m
m)
Infiltration
Evapotranspiration
Moisture Storage
Percolation
(E)( I )
(P)
(MS)
Monocover
Energy Balance Approach: Rooting DepthEnergy Balance Approach: Rooting Depth
0.00
0.20
0.40
0.60
0.80
1.00
1.20
1.40
1.60
0 300 600 900 1200 1500
Rooting Depth (mm)
Perc
olat
ion
(%)
.
Baseline Case
Source: Zornberg et al. 2003
Energy Balance Approach: IrrigationEnergy Balance Approach: Irrigation
0
10
20
30
40
50
60
70
80
90
0 500 1000 1500 2000Irrigation (mm/year)
Perc
olat
ion
(%)
Baseline Case
Recommended irrigation (MWD)
Source: Zornberg et al. 2003
Direct measurement using a weighing lysimeter
Direct measurement using a weighing lysimeter
Sources: Benson et al. 2001, Waugh 2002
Monitoring of:
- Total weight, ∆W
- Precipitation, P
- Percolation, G
ET = P – (∆W + G)
Case History: Monticello (USA) Case History: Monticello (USA)
Sealing the Lysimeter Sealing the Lysimeter drainage capdrainage cap
Weighing lysimeters Weighing lysimeters for water storagefor water storage
Source: Waugh (2002)
Case History: Monticello (USA)Case History: Monticello (USA)
Source: Waugh (2002)
MonticelloVapor pressure deficit (VPD), Vapor pressure deficit (VPD), photosyntheticallyphotosynthetically active radiation active radiation (PAR), and transpiration rate of (PAR), and transpiration rate of P. P. smithiismithii measured July 6 on and measured July 6 on and adjacent to Lysimetersadjacent to Lysimeters
Source: Waugh (2002)
Water Balance ApproachWater Balance Approach
LysimeterDownSlope
30
Alldimensionsin meters20
0.6
10
5Perc.PipeSRO
Pipe
0.6
SRODiversion
Berm4 5
20
Source: Khire et al. (1997)
ET = P – G – S – Roff
Typical Lysimeter Cross-Section
Typical Lysimeter Cross-Section
LLDPEGeomembranePercolation
PipeExisting Slope (>2%)
EarthenBerm
Geocomposite Drain
20
EarthenBerm
Cover
InterimCover Soil
LLDPECutoff
RootBarrierLLDPE
Cutoff
Source: Khire et al. (1997)
Case History:Rocky Mountain Arsenal, USA
Case History:Rocky Mountain Arsenal, USA
Case History:Rocky Mountain Arsenal, USA
Case History:Rocky Mountain Arsenal, USA
4 instrumented test covers•WCR moisture sensors•Lysimeter used to measure basal percolation•Weather station
•Temperature•Precipitation•Solar radiation•Wind speed
•Surface water runoff collection swales
WCR sensors
Moisture Content and Percolation Monitoring Results
Moisture Content and Percolation Monitoring Results
0
5
10
15
20
25
30
0 200 400 600 800 1000 1200 1400 1600 1800Time, days
Vol
umet
ric m
oist
ure
cont
ent θ
, %
0.000
0.002
0.004
0.006
0.008
0.010
0.012
0.014
0.016
0.018
0.020
Perc
olat
ion,
mm
θ(76 mm)θ(678 mm)
θ(1080 mm)
Percolation
Water Balance ApproachWater Balance Approach
0
100
200
300
400
500
600
700
0 200 400 600 800 1000 1200 1400 1600 1800Time, days
Cum
ulat
ive
annu
al a
mou
nt o
f wat
er, m
m Calculated ET from HYDRUSEstimated ET from water balance
0
5
10
15
20
25
0 200 400 600 800 1000 1200 1400 1600 1800Time, days
Dai
ly e
vapo
trans
pira
tion,
mm
Calculated ET from HYDRUSEstimated ET from water balance
Comparison between ET estimated from water balance and ET calculated using HYDRUS:
- Significant daily discrepancies- Similar cumulative response
SummarySummary
SummarySummary• Among the various components of the water
balance, measurement of evapotranspiration has probably been the most difficult to quantify
• Direct measurement of evapotranspiration has been conducted using weighing lysimeters
• Quantification of evapotranspiration typically conducted using energy balance or water balance methods
• The current focus on evapotranspirative cover systems has brought renewed need for quantification of evapotranspiration
• Among the various components of the water balance, measurement of evapotranspiration has probably been the most difficult to quantify
• Direct measurement of evapotranspiration has been conducted using weighing lysimeters
• Quantification of evapotranspiration typically conducted using energy balance or water balance methods
• The current focus on evapotranspirative cover systems has brought renewed need for quantification of evapotranspiration
Final RemarksFinal RemarksSignificant improvements have been made regarding monitoring of evapotranspiration using direct methods (weighing lysimeter), energy balance methods, and water balance approaches. However, significant additional advances should be made towards integrating unsaturated soil mechanics with other areas such as meteorology, agronomy, and biology.
Significant improvements have been made regarding monitoring of evapotranspiration using direct methods (weighing lysimeter), energy balance methods, and water balance approaches. However, significant additional advances should be made towards integrating unsaturated soil mechanics with other areas such as meteorology, agronomy, and biology.
Grazie MilleGrazie Mille