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14 november 2017
State updating using OpenDA-WFLOW
Albrecht Weerts
Overview
• OpenDA
• Coupling OpenDA-WFLOW
• Example(s)
14 november 2017
OpenDA
What is OpenDA?
• A generic toolbox for data-assimilation
• set of interfaces that define interactions between components
• library of data-assimilation algorithms
• Open source
Why OpenDA?
• More efficient than development
for each application
• Avoid spaghetti code
• Shared knowledge between applications
• Development of algorithms with e.g. universities
• Easier to test, which should result in fewer bugs
• Supported & maintained (DHI, Delft University, Deltares,
VORTECH, TNO, eScience Center,..)
www.openda.org
OpenDA-WFLOW
14 november 2017
Drost et al., (2015)
OpenDA is an open source
toolbox for data assimilation
and parameter calibration in
a generic modeling context.
OpenDA
Method
(e.g. EnKF)
Java
Thrift
Java
Client
Thrift
python
Server
BMI
python
Model
(e.g. Wflow)
BMI
model
Factory
Java
https://github.com/openstreams/wflow
BMI=> http://csdms.colorado.edu/wiki/BMI_Description
Weerts et al., (in prep., 2017)
Configuration OpenDA
• Algorithm
Decide which algorithm to use?
• Multiple available (EnKF, DEnKF, AEnKF EnSR, PF, etc)
• Model Factory + Stochastic Modeller
Decide which states to update with which measurement?
• not trivial (e.g. leave out soil moisture state when using
discharge obs.?)
• localization (autozhang, others need to be implemented)
• Physical limits:
• Min / Max (currently uniform over wflow model domain)
• Specification noise:
• input or states variables (multiplicative or adative noise)
• (gaussian) correlated in space/time
Use parallel setup (ThreadStochModel)
• Stochastic Observer
• noise distribution obs.(multiplicative or adative noise)
14 november 2017
Examples
1) Distributed noise modelling
2) (single) catchment scale DA
• Effect different algorithms
• hourly time step
3) Continental DA
• Show potential DA for updating large scale distributed
hydrological models for flood/drought forecasting
> No measured forcing used
> Test case IMPREX (see also globalfloodforecasting.com)
14 november 2017
Rakovec et al 2012
Rakovec et al 2015
Distributed noise field (OpenDA noise model)
• To create an ensemble the wflow model you can perturb the inputs
or the model states
• White Gaussian noise
• Gaussian noise correlated in space (define decorrelation
length) and time
• Additive or Multiplicative
Tuesday, November 14,
Operational hourly forecasting Meuse
12 September CAHMDA-
Rakovec et al. (2012) studied effect of update
frequency, number and location of streamflow gauges
wflow_hbv
1 km2
Operational hourly forecasting Meuse-II
12 September CAHMDA-
Fig. 8. Real world experiment, simulation period from 15 August 2002 to 15 January 2003. Root-mean-square error at
Tabreux for different discharge observation vectors. Forecast issued every 6 h. EnKF assimilation every 24 h (left),
12 h (centre), 6 h (right).
Conclusions:
• Best results in terms of the RMSE were achieved using
all observations, which includes all six discharge
gauges.
• Given the travel time of the catchment, an updating
frequency of 12 h seems to be the most appropriate
• Most sensitivity in routing stores
Running OpenDA-WFLOW experiment:
globalfloodforecast.com
14 november 2017
OpenDA-WFLOW at continental scales
• wflow_w3ra+wflow_routing coupled via BMI
• model timestep = day
• Model resolution currently 0.5 degree (to be upgraded either locally ~1-
2 km2 or global 5-10km2)
• 64 ensemble members
• Perturbation of the forcing (precipitation, temperature)
• Assimilate 17 discharge measurements across Europe
(Germany, France, Belgium, The Netherlands, Norway, Sweden,Serbia)
14 november 2017
Example 1
14 november 2017
bias correction correction poor forcing data?
• analysis
1 day ahead forecast/simulation
with state updating
no assimilation
Example 2
14 november 2017
filter out noise
Timing issue?
Model time step to coarse?
Same ongoing and past example applications
• European scale (globalfloodforecast.com)
• Magdalena Colombia 4km2 Patricia Lopez Lopez Earth2Observe project
• Rhine River 1.44 km2 Bart van Osnabrugge IMPREX project
• Meuse River 1.44 km2 Oldrich Rakovec FC2015 project
• Snare river (Canada) 1km2 David Casson IHE-student
• Ibaizabal (Spain) 1km2 Deltares /SENER
• Karasu (Turkey) 1km2 Aynur Sensoy/Bulut Akkol Anadolu University
• Etc.. 14 november 2017
Conclusions
• OpenDA-WFLOW fully open source
• documentation ongoing, see Weerts et al. in prep for GMD and
wflow docs to be updated
• Can run via wflow executable or via wflow python code (fast
prototyping)
• To be used standalone or integrated in Delft-FEWS
• Can be run in parallel to reduce computational time
• Can be combined with EPS (see globalfloodforecast.com for
example)
• Developments/Improvements pending ongoing/future projects
If interested please contact: albrecht.weerts@deltares.nl
14 november 2017

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DSD-INT 2017 State updating using OpenDA and WFlow - Weerts

  • 1. 14 november 2017 State updating using OpenDA-WFLOW Albrecht Weerts
  • 2. Overview • OpenDA • Coupling OpenDA-WFLOW • Example(s) 14 november 2017
  • 3. OpenDA What is OpenDA? • A generic toolbox for data-assimilation • set of interfaces that define interactions between components • library of data-assimilation algorithms • Open source Why OpenDA? • More efficient than development for each application • Avoid spaghetti code • Shared knowledge between applications • Development of algorithms with e.g. universities • Easier to test, which should result in fewer bugs • Supported & maintained (DHI, Delft University, Deltares, VORTECH, TNO, eScience Center,..) www.openda.org
  • 4. OpenDA-WFLOW 14 november 2017 Drost et al., (2015) OpenDA is an open source toolbox for data assimilation and parameter calibration in a generic modeling context. OpenDA Method (e.g. EnKF) Java Thrift Java Client Thrift python Server BMI python Model (e.g. Wflow) BMI model Factory Java https://github.com/openstreams/wflow BMI=> http://csdms.colorado.edu/wiki/BMI_Description Weerts et al., (in prep., 2017)
  • 5. Configuration OpenDA • Algorithm Decide which algorithm to use? • Multiple available (EnKF, DEnKF, AEnKF EnSR, PF, etc) • Model Factory + Stochastic Modeller Decide which states to update with which measurement? • not trivial (e.g. leave out soil moisture state when using discharge obs.?) • localization (autozhang, others need to be implemented) • Physical limits: • Min / Max (currently uniform over wflow model domain) • Specification noise: • input or states variables (multiplicative or adative noise) • (gaussian) correlated in space/time Use parallel setup (ThreadStochModel) • Stochastic Observer • noise distribution obs.(multiplicative or adative noise) 14 november 2017
  • 6. Examples 1) Distributed noise modelling 2) (single) catchment scale DA • Effect different algorithms • hourly time step 3) Continental DA • Show potential DA for updating large scale distributed hydrological models for flood/drought forecasting > No measured forcing used > Test case IMPREX (see also globalfloodforecasting.com) 14 november 2017 Rakovec et al 2012 Rakovec et al 2015
  • 7. Distributed noise field (OpenDA noise model) • To create an ensemble the wflow model you can perturb the inputs or the model states • White Gaussian noise • Gaussian noise correlated in space (define decorrelation length) and time • Additive or Multiplicative Tuesday, November 14,
  • 8. Operational hourly forecasting Meuse 12 September CAHMDA- Rakovec et al. (2012) studied effect of update frequency, number and location of streamflow gauges wflow_hbv 1 km2
  • 9. Operational hourly forecasting Meuse-II 12 September CAHMDA- Fig. 8. Real world experiment, simulation period from 15 August 2002 to 15 January 2003. Root-mean-square error at Tabreux for different discharge observation vectors. Forecast issued every 6 h. EnKF assimilation every 24 h (left), 12 h (centre), 6 h (right). Conclusions: • Best results in terms of the RMSE were achieved using all observations, which includes all six discharge gauges. • Given the travel time of the catchment, an updating frequency of 12 h seems to be the most appropriate • Most sensitivity in routing stores
  • 11. OpenDA-WFLOW at continental scales • wflow_w3ra+wflow_routing coupled via BMI • model timestep = day • Model resolution currently 0.5 degree (to be upgraded either locally ~1- 2 km2 or global 5-10km2) • 64 ensemble members • Perturbation of the forcing (precipitation, temperature) • Assimilate 17 discharge measurements across Europe (Germany, France, Belgium, The Netherlands, Norway, Sweden,Serbia) 14 november 2017
  • 12. Example 1 14 november 2017 bias correction correction poor forcing data? • analysis 1 day ahead forecast/simulation with state updating no assimilation
  • 13. Example 2 14 november 2017 filter out noise Timing issue? Model time step to coarse?
  • 14. Same ongoing and past example applications • European scale (globalfloodforecast.com) • Magdalena Colombia 4km2 Patricia Lopez Lopez Earth2Observe project • Rhine River 1.44 km2 Bart van Osnabrugge IMPREX project • Meuse River 1.44 km2 Oldrich Rakovec FC2015 project • Snare river (Canada) 1km2 David Casson IHE-student • Ibaizabal (Spain) 1km2 Deltares /SENER • Karasu (Turkey) 1km2 Aynur Sensoy/Bulut Akkol Anadolu University • Etc.. 14 november 2017
  • 15. Conclusions • OpenDA-WFLOW fully open source • documentation ongoing, see Weerts et al. in prep for GMD and wflow docs to be updated • Can run via wflow executable or via wflow python code (fast prototyping) • To be used standalone or integrated in Delft-FEWS • Can be run in parallel to reduce computational time • Can be combined with EPS (see globalfloodforecast.com for example) • Developments/Improvements pending ongoing/future projects If interested please contact: albrecht.weerts@deltares.nl 14 november 2017