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A NEW METHOD TO DIRECTLY OBSERVE THE EVAPORATION OF INTERCEPTED WATER OVER AN EASTERN AMAZON OLD-GROWTH RAIN FOREST
Matthew Czikowsky(1), David Fitzjarrald(1), Ricardo Sakai(1), Osvaldo Moraes(2), Otavio Acevedo(2), and Luiz Medeiros(1)
(1) Atmospheric Sciences Research Center, University at Albany, State University of New York
(2) Universidade Federal de Santa Maria, Brazil
ET = P – R – ΔSΔS A = - (Q* - G) = H + LE + St + Adv
Surface water and energy balancesSurface water and energy balances
Evapotranspiration Precipitation Runoff Storage Available energy Net radiation Ground heat flux
Sensible heat flux
Latent heat flux
Canopy heat storage
Advection
References:
1B,2B:Franken et al.(1982a,b) 3B:Schubart et al. (1984) 4B:Leopoldo et al.(1987) 5B:Lloyd and Marques(1988) 6C:Imbach et al.(1989) 7B,8B:Ubarana(1996) 9C:Cavelier et al.(1997) 10B:Arcova et al.(2003) 11B:Ferreira et al.(2005) 12M:Manfroi et al.(2006) 13A:Wallace and McJannet(2006) 14P:Holwerda et al.(2006) 15B:Germer at al.(2006) 16B:Cuartas et al. (2007)
Conventional interception estimates in tropical rain forestsConventional interception estimates in tropical rain forests
-Furthermore, large annual interception differences can be found within plots in the same forest. (Manfroi et al. 2006), interception ranging from 3 to 25 % in 23 subplots over a 4-ha area.
Conventional interception estimates in tropical rain forestsConventional interception estimates in tropical rain forests
-Where to put the throughfall gauges to get a representative interception estimate?
0 1 2 3 4 5 6 7km67 Harvard transects July 2003
estimated surface area density
500 550 600 650 700 750 800 850 900 950 1000
20
40
0 50 100 150 200 250 300 350 400 450 500
10
20
30
40
50
500 550 600 650 700 750 800 850 900 950 1000
10
20
30
40
50
0 50 100 150 200 250 300 350 400 450 500
20
40
he
igh
t, m
0 50 100 150 200 250 300 350 400 450 500
20
40
500 550 600 650 700 750 800 850 900 950 1000
horizontal distance, m
20
40
transect 1 first half
transect 1 second half
transect 3 second half
transect 3 first half
transect 2 first half
transect 2 second half
Horizontal forest canopy transects, Tapajos National Forest, Brazil (LBA Km67 site)
G. Parker, personal comm.
Fluxnet sitesFluxnet sites
http://www.fluxnet.ornl.gov
Is there any further information that can be obtained from the growing number and coverage of flux-tower sites?
A new method for measuring interception evaporation A new method for measuring interception evaporation using eddy covariance using eddy covariance
-Advantages of eddy covariance method to estimate interception:
a. May be able to get a more representative interception estimate over the flux footprint area.b. Provides a direct measurement of interception evaporation.
-Disadvantages: a. Can fail during calm nighttime, low-turbulence
conditions. b. Can fail during some heavy-rain periods.
MethodsMethods
How can we quantify interception (INT) losses using the eddy flux method?
LE
time
RainRainBase Base state LEstate LE
Event LEEvent LE
INT Loss
INT Loss
ObjectivesObjectives
-Present a methodology by which one can directly observe the amount of interception evaporation using eddy-covariance data that are available at a number of worldwide flux tower sites.
-Demonstrate the method using data from an old-growth forest site in the eastern Amazon region.
Rain dials: times in GMT (LT+4)
Wet season
Dry season
Convective rainfall
Nocturnal squall line precipitation
Rains occur frequently at the same times of day helps to build up a large ensemble of similar cases. Fitzjarrald et al. (2008)
Little variation in day-to-day cloud fraction and cloud base during the dry season
Data/InstrumentationData/Instrumentation
1) Eddy covariance system at ~ 60 m height, including:
Campbell CSAT 3-D Sonic Anemometer
Licor 6262 CO2/H2O analyzer
2) Precipitation gauge at 42 m height (1-minute data)
3) Vaisala CT-25K Ceilometer operating during periods from April 2001 to July 2003 (30-m resolution backscatter profile every 15 seconds)
4) Radiation boom at 60 m (Lup, Ldown, Sup, Sdown) 5) Temperature, RH profile
Ceilometer
MethodsMethods
1. Identify precipitation events from the ceilometer backscatter profile and
rain gauge. Advantages over using the rain gauge alone: a) Ceilometer detects all rainfall events, including light ones when the rain gauge may not catch any rainfall. b) Get exact starting/ending times for precipitation.
2. Calculate eddy fluxes of latent heat a) Form a “base state” ensemble average of the latent heat flux from the days without precipitation
b) Form an ensemble average of the latent heat flux for the precipitation cases.
Calculation of eddy flux
Alter t=0 (starting time for flux calculation)
Alter length of time of flux calculation
based on the individual precip. events!
Identifying rain eventsIdentifying rain events
Events with available data (day and night) by season
Wet Dry All
Tipping Bucket 143 63 206
Ceilometer 80 102 182
Ceilometer rain threshold: 1.3, units of log(10000*srad*km)-1, with levels from the ground to 50% of cloud base averaged.
rain ID thresholdrain
15-minute flux calculations: 4 ways15-minute flux calculations: 4 ways
-Block average -Smoothed mean removal -Linear trend removal -Running mean removal
-LE used in analysis is the average of the linear trend, smoothed mean, and running mean removals.
-Calibration cycles, spike cutoff
Flux datasets formed and ensemble formationFlux datasets formed and ensemble formation
-Two 15-minute flux datasets formed: a. one with uniform start times for the flux-calculation intervals
b. the other with flux-calculation start times based on individual rainfall event start times (t=0)
-Ensembles of LE, H, -Q*, and storage formed for dry days, rain days, and afternoon rain-days
Nighttime rainfall/interception eventsNighttime rainfall/interception events
Approach: -Simpler, baseline LE=0 at night. Integrate nighttime portion of event LE directly; deal with morning LE separately.
-Form ensemble average of events based on the starting time of each rain event.
All nighttime events: ensemble meansMean interception: 4.72% (std.err 0.93%) Mean precip: 3.32 ±0.59mm (n=54)
Individual daytime event LE baseline determinationIndividual daytime event LE baseline determination
Approach:
-Raw baseline LE must be scaled by the event net radiation to reflect the amount of available energy for the event (the net radiation for a given rainfall event is less than the net radiation that would be observed on a dry day at the same time-of-day)
-The dry-day baseline LE for an individual rainfall event should represent the LE that would occur on a dry day under the same radiative conditions as the day with rain.
-Must determine the baseline LE for each event
Individual daytime event LE baseline determinationIndividual daytime event LE baseline determination
[LE]baseline = -Q*frac * [LE]dry ensemble
Method used:
Divide the mean of the event –Q* (-Q*ev) by the mean of the dry-day baseline –Q* ([-Q*]dry ensemble) for the time of day of the precipitation event to get the radiative fraction (-Q*frac) for the corresponding time of day covering the precipitation event.
Q*frac = ( ∑ (-Q*ev) / nev) / ( ∑ ([-Q*]dry ensemble) / ndry ensemble)
Multiply this event radiative fraction by the raw dry-day baseline LE ([LE]dry ensemble) for the same time of day to get the baseline LE:
Individual daytime event LE baseline determinationIndividual daytime event LE baseline determination
Precipitation event LE
Raw dry-day LE baseline Corrected dry-
day LE baseline
Precipitation event –Q*
Rain-day ensemble –Q*
Dry-day ensemble –Q*
Interception evaporationInterception evaporationDaytime events for rainfall rates <= 16 mm hr-1
Daytime events for rainfall rates > 16 mm hr-1
Blackout period when eddy-covariance does not work
Fill in event LE when eddy-covariance fails with Penman-Monteith-estimated ET
Penman-Monteith equation to estimate ETPenman-Monteith equation to estimate ET
a
s
a
V
E
rr
rL
AQ
'
'
'
1
where QE : Latent heat flux A : Available energy ε : LV SV / CP δ : Saturation deficit
r’s , r’
a : Stomatal, aerodynamic resistances LV : Latent heat of vaporization ρ : Air density
Penman-Monteith equation to estimate ETPenman-Monteith equation to estimate ET
a
s
a
V
E
rr
rL
AQ
'
'
'
1
Terms: A, δ were determined directly from observations
r’a was determined from wind-speed measurements as:
z: anemometer height, z0: roughness length d: displacement height; u(z): wind speed at height z
k: von Karman constant
r’s was found as a residual during rain events when the eddy-covariance
system was working: -Ensemble r’s on rain-days was approximately 40 s m -1 during rainfall periods, not zero.
2
02
ln)(
1'
z
dz
zukr a
Interception evaporationInterception evaporationDaytime events for rainfall rates <= 16 mm hr-1
Daytime events for rainfall rates > 16 mm hr-1 (Penman-Montieth filled)
Mean intercepted water binned by rain intensityMean intercepted water binned by rain intensity
Using observed LE (rainfall rates < 16 mm hr -1) Using Penman-Monteith filled LE
Daytime event interception estimatesDaytime event interception estimates
Rainfall rate Mean interception (standard error) for Number of events Measured events Penman-Monteith
filled events
<= 2 mm hr-1 18.0% (12.2%) 21.5% (12.2%) 46
2-16 mm hr-1 9.9% (2.6%) 14.7% (3.5%) 58
> 16 mm hr-1 7.8% (1.6%) 7.8% (1.6%) 25
Interception evaporationInterception evaporation
Mornings after nighttime rainfall events
Additional mean interception (std error) in the morning: 2.5% (1.1%)
Total mean interception (std error) for nighttime rainfall events: 7.2% (1.0%)
1200 – 1400 GMT
1400 – 1800 GMT
1800 – 2200 GMT
Dry Pre-rain
Dry Rain Dry Rain
[LE] / [-Q*] (%) 47.5 44.4 49.3 51.8 55.5 60.7
[H] / [-Q*] (%) 19.9 18.3 20.3 18.7 14.6 11.3
[Sbc] / [-Q*] (%) 10.2 11.8 4.3 4.3 0.0 -3.5
Energy balance for dry and afternoon rain-daysEnergy balance for dry and afternoon rain-days
Where does the energy to re-evaporate intercepted water come from?
References:
1B,2B:Franken et al.(1982a,b) 3B:Schubart et al. (1984) 4B:Leopoldo et al.(1987) 5B:Lloyd and Marques(1988) 6C:Imbach et al.(1989) 7B,8B:Ubarana(1996) 9C:Cavelier et al.(1997) 10B:Arcova et al.(2003) 11B:Ferreira et al.(2005) 12M:Manfroi et al.(2006) 13A:Wallace and McJannet(2006) 14P:Holwerda et al.(2006) 15B:Germer at al.(2006) 16B:Cuartas et al.(2007) 17B: This study
Conventional interception estimates in tropical rain forestsConventional interception estimates in tropical rain forests
This study
SummarySummary
-We have introduced a methodology by which one can directly observe the amount of interception evaporation using eddy-covariance data that are available at a number of worldwide flux tower sites.
-Tests of the method over an eastern Amazon old-growth rain forest show the method to be effective using direct LE observations under light-to-moderate rainfall rates (<= 16 mm hr-1).
-Penman-Monteith estimated LE can be used during events with heavy rainfall rates (> 16 mm hr -1) when eddy covariance fails and direct LE observations are unavailable.
-Mean interception for all events in the study was 11.6%. For daytime events, mean interception for light, moderate, and heavy rainfall events were 18.0%, 9.9%, and 7.8% respectively.
SummarySummary
-Energy balance comparisons between dry and afternoon rain-days show an approximately 15% increase of evaporative fraction on the rain days, with the energy being supplied by a nearly equivalent decrease in the canopy heat storage.
-Future work includes testing of the method at other flux-tower sites with different land cover types.
AcknowledgementsAcknowledgements
-Harvard University group (including Lucy Hutyra and Elaine Gottlieb) for providing km67 data access and calibration information.
Characteristic Km 67 – intact forest Km 83 - selectively logged
Number of points 1500 487
Cover, fraction0.98 + 0.0526 0.98 + 0.1201
CAI, m2 m-27.39 + 1.118 6.96 + 1.746
Maximum height, m49.5 46.5
Mean weighted height, m13.36 13.40
Mean outer canopy height, m20.14 17.98
Rugosity, m10.03 8.42
Total porosity, %73.51 73.16
Included porosity, %32.36 + 15.83 26.23 + 16.25
G. Parker, personal comm.
Summary statisticsStructural statistics tabulated below show few differences between the sites.
Penman-Monteith equation to estimate ET
a
s
a
V
E
rr
rL
AQ
'
'
'
1
where QE : Latent heat flux A : Available energy ε : LV SV / CP δ : Saturation deficit
r’s , r’
a : Stomatal, aerodynamic resistances LV : Latent heat of vaporization ρ : Air density
G. Parker, personal comm.
0
5
10
15
20
25
30
35
40
45
50
0 0.2 0.4 0.6 0.80
5
10
15
20
25
30
35
40
45
50
0 0.2 0.4 0.6 0.8
surface area density, m2m-3
0
5
10
15
20
25
30
35
40
45
50
0 0.2 0.4 0.6 0.8
drano lines at km 67 transects at km 83fetch lines at km 67
mean canopy height profiles, FLONA Tapajos July 2003
Mean height profiles of canopy surface area density in the intact site (km 67) and DRANO study area and in the selectively logged site (km 83). The error bars are standard errors.
Rainfall rate Number of events
Event percentage
<= 2 mm hr-1 147 48.8%
2-16 mm hr-1 86 28.6%
> 16 mm hr-1 68 22.6%
All detected rainfall events All detected rainfall events (tipping bucket and ceilometer)(tipping bucket and ceilometer)
Rainfall rate Number of events
Event percentage
<= 2 mm hr-1 84 41.4%
2-16 mm hr-1 63 31.0%
> 16 mm hr-1 56 27.6%
All detected daytime rainfall events All detected daytime rainfall events (tipping bucket and ceilometer)(tipping bucket and ceilometer)
Nighttime rainfall/interception eventsNighttime rainfall/interception events
Approach:
LE
time
RainRain
Base Base state LEstate LE
Event LEEvent LEINT INT LossLoss
Nighttime low-interception events: ensemble meansMean interception: 2.36 ± 0.28% Mean precip: 3.73 ±0.67mm (n=46)
Dec. 2001: Avg. dry-day LE, rain-day LE, rain-day H (W/m^2)Rain period
Rain period
Hrain
LEdry
LErain
Dec. 2001: dry-day -Q*, rain-day -Q* ensemble (W/m^2)
Q* + H + LE + St + Adv = 0
Dec. 2001: Early-mid afternoon rain events (1245 – 315 PM LT; 6 rain-event days included)
-Q*dry
-Q*rain
convective synoptic
Rain Dial (UT)
Afternoon precipitation from local convective activity
Wet season
Dry season
convectiva Lineas ins
Event timing ~ 11pm to 1am LT
Nighttime high-interception, high-wind events: ensemble meansMean interception: 20.6 ± 5.7% Mean precip: 1.40 ±0.81mm (n=4)
Event timing ~ 6pm LT
Nighttime high-interception, low-wind events: ensemble meansMean interception: 16.1 ± 3.6% Mean precip: 0.57 ±0.24mm (n=4)
Remaining workRemaining work
-Forming the morning, afternoon LE ensembles to arrive at daytime interception estimates
-Model estimation of the LE baselines for interception estimates
-Adding the morning interception portion to the nighttime interception estimates
-Interception model estimates, comparisons (Gash)
Daytime rainfall/interception eventsDaytime rainfall/interception events
Approach: -Must determine baseline LE. Methods:
1.Use average monthly LE for dry days.
Advantage: Dry-day conditions are similar with respect to radiation and cloudiness.
Drawback: Limits rain-event ensembles to one month in length because of seasonal LE differences.
Avg. dry-day LE (solid), -Qstar * 0.4 (light blue dashed) Oct. 2001
Avg. dry-day LE (solid), -Qstar * 0.4 (light blue dashed) Nov. 2001
Avg. dry-day LE (solid), -Qstar * 0.4 (light blue dashed) Dec. 2001
Dec. 2001: Avg. dry-day LE, rain-day LE, rain-day H (W/m^2)Rain period
Rain period
Hrain
LEdry
LErain
Dec. 2001: dry-day -Q*, rain-day -Q* ensemble (W/m^2)
Q* + H + LE + St + Adv = 0
Dec. 2001: Early-mid afternoon rain events (1245 – 315 PM LT; 6 rain-event days included)
-Q*dry
-Q*rain
Avg. Sbc (W/m^2) Dec. 2001 no-rain days (24 days)
Avg. Sbc (W/m^2) Dec. 2001 rain days (6 days)
Sbc term: Biomass and canopy air storage (Moore and Fisch, 1986)
Sbc=16.7Tr + 28.0qr + 12.6Tr*
where Tr: hourly air temperature change (C)
qr: hourly specific humidity change (g/kg)
Tr*: 1-hour lagged hourly air temperature change (C)
Rain period
Avg. wind speed, u* (m/s) Dec. 2001 no-rain days (24 days)
Avg. wind speed, u* (m/s) Dec. 2001 rain days (6 days)
Rain period
Daytime rainfall/interception eventsDaytime rainfall/interception events
Approach: -Must determine baseline LE. Methods:
2. Use Evaporative Fraction (EF) to determine corrected baselines.
Getting dry-day baseline: 1. Form LE/Q* time series for each dry day
2. EFdry= [LE/Q*]dry ensemble
3. Get corrected dry-day baseline LE LEcorrdry=[Q*]rain ensemble * [EF]dry
Getting rain-day ensemble: 1. Form LE/Q* time series for each rain day
2. EFrain= [LE/Q*]rain ensemble
3. Get corrected rain-day ensemble LE LEcorr rain=[Q*]rain ensemble * [EF]rain
LEcorr rain
LEcorr dry
EFdry EFrain
rain period
-Q*rain
-Q*dry
rain period
Dec. 2001: 6 rain-days included
Individual daytime event LE baseline determinationIndividual daytime event LE baseline determination
Precipitation event LE
Raw dry-day LE baseline Corrected dry-
day LE baseline
Precipitation event –Q*
Rain-day ensemble –Q*Dry-day ensemble –Q*
Interception evaporationInterception evaporation
Daytime events for rainfall rates <= 16 mm hr1
Interception evaporationInterception evaporation
Daytime events for rainfall rates > 16 mm hr1
http://www.fluxnet.ornl.gov
Fluxnet sites by landcover typeFluxnet sites by landcover type
Evapotranspiration (ET)Evapotranspiration (ET)
Hydrology MicrometeorologySurface water balance: Energy balance:
Advantages: LE is directly measured by eddy-covariance method
Disadvantages: Eddy-covariance method fails during calm nights with low turbulence
Eddy-covariance method often fails during and shortly after rainfall events (interception)
Flux footprint changes with wind speed, direction
Spatial scale: Up to the small watershed size
Advantages: P, R are directly measured, and widely available
Disadvantages: ET is found as a residual, or is estimated by other means (e.g. Penman-Monteith equation)
Difficult to determine storage term ΔS over large areas (however annually ΔS ≈ 0)
Spatial scale: Small watershed (1 – 10 km2) to large watershed size (> 500 km2)
ET = P – R – ΔSΔS A = - (Q* - G) = H + LE + Adv
Link between both approaches is on the small watershed scale!
RO
I < f ?
A Hydrological ModelA Hydrological ModelA Hydrological ModelA Hydrological ModelP
Channel
Y
Surfaceis
retentionfull?
N
Subsurface
STO
RM
FLO
WS
TO
RM
FLO
W
RetentionRetention
DepressionDepression
ChannelChannel
N
Y
BA
SE FLO
WB
AS
E FLO
W
DetentionDetention
Ground WaterGround Water
VegetationVegetation
E
Tw
o t
yp
es o
f FLO
W o
r R
UN
OFF :
Tw
o t
yp
es o
f FLO
W o
r R
UN
OFF :
Six types of storage:Six types of storage:
T
I > f
P. E. Black, 2002
Each storage reservoir has a characteristic time scale (to help assess transient features)
(Interception)(Interception)
SoilSoil moisturemoisture
Surface water balance: Energy balance:AdvLEHGQA )*(
annually S 0
1992-2000
P-R
Upward fluxes are positive
Fitzjarrald et al. (2001)
ET = P – R – ΔS
At HF, long-term annual measured ET (481 mm) is nearly equal to P-R estimated ET (483 mm)
Czikowsky and Fitzjarrald (2004)
Courtesy of G. Parker
Smithsonian Environmental Research Center (SERC) Forest Hydrology
Components of Evapotranspiration (ET)Components of Evapotranspiration (ET)
1. Transpiration
3. Bare-soil evaporation
2. Interception evaporation
Lateral flow to stream
Background
-Climate models: Water balance not closed on regional scales
-Roads et al. (2002): (GEWEX experiment) Water balance errors as large as the associated runoff over tropical regions (Amazon, tropical W. Africa, SE Asia) and in Canada annually
GEWEX experiment sites
GEWEX news (2002)
Mackenzie GEWEX study (MAGS)
GEWEX Americas Prediction Project (GAPP)
Large-Scale Biosphere-Atmosphere Experiment in Amazonia (LBA)
Coupling of the Tropical Atmosphere and Hydrological Cycle (CATCH)
Baltic Sea Experiment (BALTEX)
GEWEX Asian Monsoon Experiment (GAME)
Murray-Darling Basin Water Budget Experiment (MDB)
Mackenzie Basin, CanadaMackenzie Basin, Canada
-E
P
-R(mod)
RSW
-R(obs)
Surface water residual RSW is largest in late-winter, early-spring season, decreasing in magnitude during the spring season.
Roads et al. (2002)
The model is drying out the soil too quickly!
NCEPR-II Model
High-interception nighttime events: 2 types:
A. High wind events occurring around midnight (squall lines?)
B. Light wind events occurring near the evening transition
Event timing: 11pm to 1am LT
Event timing: ~ 6pm LT
LE
LE
Wind speed, u*
Wind speed, u*
All nighttime events: ensemble meansMean interception: 4.72 ± 0.93% Mean precip: 3.32 ±0.59mm (n=54)
All nighttime events (n=54) Dry season night (n=9)
All nighttime events
0 1 2 3 4 5 6 7km67 Harvard transects July 2003
estimated surface area density
500 550 600 650 700 750 800 850 900 950 1000
20
40
0 50 100 150 200 250 300 350 400 450 500
10
20
30
40
50
500 550 600 650 700 750 800 850 900 950 1000
10
20
30
40
50
0 50 100 150 200 250 300 350 400 450 500
20
40
he
igh
t, m
0 50 100 150 200 250 300 350 400 450 500
20
40
500 550 600 650 700 750 800 850 900 950 1000
horizontal distance, m
20
40
transect 1 first half
transect 1 second half
transect 3 second half
transect 3 first half
transect 2 first half
transect 2 second half
Figure 1. Height sections of canopy surface area density along six 500m m transects at the intact forest site, km 67.
5 10 155 10 15 20 25 30 355 10 15 20 25 30 35 40 45 505 10 15 20
5
10
15
20
25
30
35
40
45
5 10 15 20 25 30 35 40 455 10 15 20 25
5
10
15
20
25
30
35
40
45
5 10 15 20 25 30 35 40 45 50
10 20 30 40 50 60 70 80
vertical slice of canopy surface areaat Drano transects km67 Tapajos
10 20 30 40 50 60
10
20
30
40
"A" "B+C"
"D" "E" "F" "G"
"H" "I" "J"
Figure 2. Height sections of canopy surface area density along short transects in the DRANO study area at the intact forest site, km 67.
km83 transects July 2003
150 200 250 300 350 400 450 500 5500
20
40
200 250 300 350 400 4500
20
40
200 250 300 350 400 450 5000
20
40
LT1 [100,175]->[100,475]
LT3 [150,150]->[150,550]
LT2 [200,175]->[200,525]
Figure 3. Height sections of canopy surface area density along three transects at the selectively logged forest site, km 83
MethodsMethods
How can we quantify interception (INT) losses using the eddy flux method?
LE
time
RainRain
Base Base state LEstate LE
Event LEEvent LE
INT INT LossLoss
References:
1B,2B:Franken et al.(1982a,b) 3B:Schubart et al. (1984) 4B:Leopoldo et al.(1987) 5B:Lloyd and Marques(1988) 6C:Imbach et al.(1989) 7B,8B:Ubarana(1996) 9C:Cavelier et al.(1997) 10B:Arcova et al.(2003) 11B:Ferreira et al.(2005) 12M:Manfroi et al.(2006) 13A:Wallace and McJannet(2006) 14P:Holwerda et al.(2006) 15B:Germer at al.(2006) 16B:Cuartas et al.(2007) 17B: This study
Conventional interception estimates in tropical rain forestsConventional interception estimates in tropical rain forests
17B
17B16B
Energy balance for dry and afternoon rain-daysEnergy balance for dry and afternoon rain-days
Q* + H + LE + St + Adv = 0
-Q*
LEH
S
Mean energy-balance components: dry-days (solid) and afternoon rain-days (dashed)
LE / -Q*
H / -Q*
S / -Q*
Mean evaporative, sensible heat, and storage fraction: dry-days (solid) and afternoon rain-days (dashed)
SummarySummary
-We have introduced a methodology by which one can directly observe the amount of interception evaporation using eddy-covariance data that are available at a number of worldwide flux tower sites.
-Tests of the method over an eastern Amazon old-growth rain forest show the method to be effective under light-to-moderate rainfall rates (<= 16 mm hr-1).
-Mean interception for moderate daytime rainfall events was about 10%, with light events at 18%.
-Energy balance comparisons between dry and afternoon rain-days show an approximately 15% increase of evaporative fraction on the rain days, with the energy being supplied by a nearly equivalent decrease in the canopy heat storage.
-Future work includes testing of the method at other flux-tower sites with different land cover types.
Rainfall rate Mean interception (standard error)
Number of events
<= 2 mm hr-1 18.0% (12.2%) 46
2-16 mm hr-1 9.9% (2.6%) 58
> 16 mm hr-1 NA 25
Daytime event interception estimatesDaytime event interception estimates