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PREDICTING SUSPENDED SEDIMENT CONCENTRATION AT NOORDWIJK

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Data-driven modelling - introduction ' ... ANN models were built to estimate the missing wave height and wave periods. The accuracy of the models is high ... – PowerPoint PPT presentation

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Title: PREDICTING SUSPENDED SEDIMENT CONCENTRATION AT NOORDWIJK


1
PREDICTING SUSPENDED SEDIMENT CONCENTRATION
AT NOORDWIJK
  • Biswa Bhattacharya
  • UNESCO-IHE Institute for Water Education

Delft Cluster II Morphodynamics of the North
Sea Workpackage 4 (A B) CT 05.20 North Sea and
Coast Sponsor Delft Cluster Rijkswaterstaat
2
Data-driven modelling - introduction
  • "Data-driven" model is defined as a model
    connecting the systems input and output
    variables with some knowledge about the physical
    process
  • example rainfall-runoff model
  • The quality and quantity of measured data is
    important
  • Important methods artificial neural networks,
    fuzzy logic, regression and model trees, etc.
  • DDM is often called input-output models, or
    black box models
  • black box - because the model does not
    reproduce how actually the modelled system works,
    but just the input-output relationship

3
Data-driven modelling introduction (2)
  • Basic idea of DDM minimize the model error by
    tuning the model parameters
  • optimization plays here central role

4
Artificial neural networks - introduction

There are (Ninp1)Nhid (Nhid1)Nout weights to
be identified
  • Applications
  • Rainfall runoff modelling
  • Water level prediction, water systems control
  • Sediment transport
  • Prediction of harbour sedimentation

ANN demonstration
5
DDM in the context of this workpackage
  • Depends upon available data, data analysis and
    literature review
  • Stand alone data-driven models is not the
    objective focus is on hybrid modelling
  • Three types of data are considered
  • wind, waves, river discharge, water level, etc.
  • sediment concentration (SPM) data along the Dutch
    coast
  • Focus of DDM to model the SPM supply from the
    meteo forcing

SPM Suspended particulate matter
6
Data at Noordwijk
  • Collected by CEFAS (Centre for Environment,
    Fisheries and Aquaculture Sciences, UK) and RIKZ
  • CEFAS Minipod deployed at three sites, Noordwijk
    2, 5 10
  • Hourly SPM and wave data during 2000 2002
  • Data was collected using a SmartBuoy with Optical
    Backscatter technology

7
Data filtering
8
Low pass wave vs low pass SPM
  • Low pass SPM is highly correlated with low pass
    significant wave height
  • Time lag of about 10 hours
  • Correlation coefficient is between 0.9 and 1.0

9
High pass wave vs high pass SPM
  • High pass SPM is less correlated with high pass
    significant wave height
  • Time lag of about 6 hours
  • Correlation coefficient is between 0.5 and 0.8

10
Data analysis SPM bed shear stress
11
Storms and calm periods
  • SPM do have correlation with bed shear stress
  • Relationship is complex, depends upon other
    factors

12
Missing data
  • ANN models were built to estimate the missing
    wave height and wave periods
  • The accuracy of the models is high
  • In the future the possibility of reproducing the
    wave data using data-driven models may be
    explored

13
Data-driven model at Noordwijk
  • Inputs
  • Low pass bed shear stress (three time steps)
  • SW Wind
  • 7Day moving average significant wave height
  • Output
  • Low pass SPM
  • Method ANN modelling

14
Result on training data
15
Result on testing data
16
Result on testing data (2)
17
Testing with another testing data at Noordwijk-10
18
Subsequent steps in using the data-driven model
  • Using the data-driven model at other locations
    with local hydro-meteo data
  • Correct the prediction for cross-shore gradients
  • Using the data-driven models prediction at the
    Southern boundary of a local fine-grid model
    (hybrid model)

19
Using the built model at Noordwijk-2
20
Predicted SPM at the south boundary
21
Local model
22
Hybrid modelling
  • Use the output (SPM) of data-driven model as the
    south boundary of the numerical model

23
Conclusions (2)
  • Data-driven models to predict spm from local
    (point) hydro-meteo conditions perform
    moderately well
  • Inclusion of other important factors influencing
    spm may further improve the accuracy
  • DDM predicts reasonably well at other locations
    it needs more testing at other locations
  • Further actions
  • Use remote sensing to test the DDM
  • Improve corrections for cross-shore gradient
  • Recommendations
  • Collect more data. Presently the spatial and
    temoral resolution of SPM measurements are in no
    match with the spatial and temporal resolution of
    meteo data.

24
Thank you
  • Acknowledgement
  • Qinghua Ye, Li Wang, Sowed Sewagudde, Johan de
    Kok, Thijs van Kessel and Dano Roelvink
  • Delft Cluster and Rijkswaterstaat
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