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Figures index
From
Moving Horizon vs. Unscented Kalman Filter for State Estimation in Streamflow Prediction
Divas Karimanzira, Thomas Rauschenbach
World Journal of Environmental Engineering
.
2022
, 7(1), 1-10 doi:10.12691/wjee-7-1-1
Figure 1.
Topology of the Truse catchment area
Full size figure and legend
Figure 2.
Structure of the conceptual model according to Lorent/Gevers
Full size figure and legend
Figure 3
.
Calibration results for the Lorent/Gevers conceptual model of the Truse catchment.
Full size figure and legend
Figure 4.
Validation results for the Lorent/Gevers conceptual model of the Truse catchment
Full size figure and legend
Figure 5.
Effective Rainfall
PE
(
k
) of the Lorent/Gevers model in dependence of the free storage (
S
max
-
S
(
k
)) and the total rainfall
P
B
(
k
) (assuming
ETP
(
k
)=0)
Full size figure and legend
Figure 6.
MHE: Estimated discharge of the catchment
Full size figure and legend
Figure 7.
MHE: Estimated soil storage content of the catchment
Full size figure and legend
Figure 8.
MHE: Estimated state of the slow first order lag element of surface flow
Full size figure and legend
Figure 9.
MHE: Estimated state of the fast first order lag element of the base flow
Full size figure and legend
Figure 10.
Composition of the catchment outflow from the different routing elements
Full size figure and legend
Figure 11.
Catchment outflow from the two estimators
Full size figure and legend
Figure 12.
Estimated soil moisture content
Full size figure and legend
Figure 13.
Estimated base flow component
Full size figure and legend
Figure 14.
Estimated lower base flow
Full size figure and legend
Figure 15.
estimated upper surface flow
Full size figure and legend
Figure 16.
Estimated slow surface flow
Full size figure and legend
Figure 17
.
Direct estimation of the catchment outflow based on the measured data. a) simulated signal is back propagated, b) measured signal is back propagated
Full size figure and legend
Figure 18.
Results of adjusting precipitation input. a) Estimated parameters (
θ
1
and
θ
2
) for adjustment of precipitation input, b) Estimated catchment outflow resulting from the moving horizon state estimator based on the real flow measurements
Full size figure and legend