river water level prediction using passive microwave signatures
DESCRIPTION
Workshop CeTeM-AIT 2012 Bari, 4-5 dicembre 2012. RIVER WATER LEVEL PREDICTION USING PASSIVE MICROWAVE SIGNATURES. C. Vittucci 1 , L. Guerriero 1 , P. Ferrazzoli 1 , R. Rahmoune 1 , V. Barraza 2 , F. Grings 2. Tor Vergata University, DICII, Rome, Italy - PowerPoint PPT PresentationTRANSCRIPT
22/04/2023 CeTeM-AIT 2012, Bari, 4-5 Dicembre 2012 1
RIVER WATER LEVEL PREDICTION USING PASSIVE MICROWAVE SIGNATURES
(1) Tor Vergata University, DICII, Rome, Italy
(2) Instituto de Astronomía y Física del Espacio, IAFE, Buenos Aires, Argentina
C. Vittucci 1, L. Guerriero 1, P. Ferrazzoli 1, R. Rahmoune 1,
V. Barraza 2, F. Grings 2
Workshop CeTeM-AIT 2012Bari, 4-5 dicembre 2012
22/04/2023 CeTeM-AIT 2012, Bari, 4-5 Dicembre 2012 2
SummaryObjective:
• To investigate the exploitation of satellite acquisitions of Brightness Temperature (TB) for the prediction of river water level.
• To develop a useful forecast model using ground and satellite observations.
Hypothesis:• Passive sensors sensitivity to short term variations of TB after rainfall or flooding
also in presence of vegetation during different seasons. soil surface antecedent conditions• Relationship between flooding and: infiltration capacity
local and upper basin rainfalls Tools:
• AMSR-E (at C, X, Ka Bands) and SMOS (L Bands) + hydrometric and rainfall ground measurements.
Temporal Range:• 2010-2011 observations datasets.
Case Study:• Lower Bermejo Basin, northen Argentina, seasonally affected by severe flooding
events.
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The Bermejo Basin
El Sauzalito Hydrometric StationRainfall Station
Laguna Limpia
Puerto BermejoEl Colorado
Gral Vedia
Mapped area
Climate:Continental, subtropical characteristics
Lower basin vegetation: Rain forest, humid valley, gallery forest moderately dense
Study Area: Humid Chaco, dominated by a typical tree species Schinopsis balansae in the North, grassland in the South.
Area: [-22 ; -27 S] Lat and [-58; -66 W] Lon, about 123,000 km2
AMSR-E X Band emissivity maps
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(a) Normal Condition (b) Rain Condition (c) Flooding Condition
[-27 -25 Lat S; -60 -58 Lon W]
AMSR-E C Band emissivity mapsSMOS –L Band emissivity maps
epf = TBpf / Ts Ts = 0,94 TBv(ka) + 30,8AMSR-E Ts: AMSR-E emissivity: epf = TBpf / Ts* SMOS emissivity: *Ts extracted from ECMWF auxiliary products.
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Hydrometric Stations Involved2010 – 2011 El Sauzalito daily observations of river water level2010 – 2011 El Colorado daily observations of river water level
Rainy Season Rainy SeasonDry Season Dry Season
Emissivity at X Band and Rain Trend
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Rainy Season Rainy SeasonDry Season Dry SeasonRainy Season Rainy SeasonDry Season Dry Season
Emissivity at C Band and Rain Trend
Rainy Season Rainy SeasonDry Season Dry Season
Emissivity at L Band and Rain Trend
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Adaptive Filter theory
LINEAR ADAPTIVE FILTER*
* Haykin, “Adaptive Filter Theory” , 2001
Daily Satellite + ground data as INPUT of
Weights change with time to minimize the error here between the model output and ground truth.
y(t): filter output, i.e., predicted Water Level WL at El Colorado Stationw(t): weight vectorx(t) : input signal
y(t+L) = ŵ(t)x(t)L= Lag time,
forecast horizon
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Flood Forecasting Inputs
P1(i), Gral Vedia
P2 (i), Puerto Bermejo
P3 (i), El Colorado
P4 (i), Laguna Limpia
WL ElS (i), El Sauzalito
AQUA AMSR-E or SMOS MIRAS
e BvC (i), eBhC(i), e BvX(i), e BhX(i), eBvL(i), e BhL(i)
eBvKa(i), e BhKa(i),
CeTeM-AIT 2012, Bari, 4-5 Dicembre 2012
i = t - B+1, tG
ROU
ND
INPU
TSA
TELL
ITE
INPU
T Legend
Pn(i) = Precipitation at t time occurred in the nth station (n=1, 2,3,4)
WL ElS (i) = El Sauzalito Water Level at t time
e Bpf (i) = Emissivity values for both polarizations at C, X, Ka, L bands, averaged over (0.5 x 0.5 deg) area
B = number of days backward with respect to the actual day t. (In our study B=7 days before t time)
X(t)
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Water Level Forecasting Algorithm
Y(t+L) = W(t)TX(t)
X(t) is updated with the new incoming data and contains the information acquired from day t-B+1 to t. R(t): Residual error R(t) = WL(t) – Y(t) Y(t): water level prediction at time t WL(t): WL observed at El Colorado Station
Residual is computed at each step to adjust the vector of weights applying the following formula: W(t+1)= W(t) + µ X(t-L) R(t)to minimise residual error.
µ= step size parameter.
L = lag time, here tested for L=3; L=5; L=7 days
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Results : Observed and Predicted Trendsof Water Level
L = 3
L = 7
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Results: Predicted vs. Observed
L=3 L=5 L=7
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Inputs : Ground measurements
NO Microwave radiometric data as INPUTSALGORITHM TEST
To prove the effectiveness of satellite information
L=3 L=7
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Flood Forecasting Statistics
L = 3 B = 7 L = 5 B = 7 L = 7 B = 7
WL < 5 m WL > 5 m WL < 5 m WL > 5 m WL < 5 m WL > 5 m
RMSE R2 RMSE R2 RMSE R2 RMSE R2 RMSE R2 RMSE R2
AMSR-E Data
0.38 m 0.97 0.79 m 0.77 0.47 m 0.96 1.02 m 0.73 0.59 m 0.93 1.24 m 0.72
SMOS Data
0.36 m 0.98 0.90 m 0.84 0.52 m 0.96 0.99 m 0.77 0.62 m 0.95 1.42 m 0.64
Tab 2. RMSE and R2 for each Lead time for both sensors (e case)
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Conclusions
Adaptive algorithmWater Level Prediction
SMOS or AMSR-E+
Rainfall and upstream water level
Sensitivity to surface conditions
Over Target
• No assumptions • No costraints
SuccessfullInputs Together
Forecast Horizons:L=3; L=5; L=7
Simultaneously applied
Accurate Prediction(best for L=3)
Real applications
• Flooding Risk Management• Agriculture
• Electricity Production
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THANKS FOR YOUR ATTENTION
CONTACT: [email protected]
Workshop CeTeM-AIT 2012Bari, 4-5 dicembre 2012