Abstract

Over the last few years, a collaborative work between CERFACS, LNHE (EDF R&D), SCHAPI and CE-REMA resulted in the implementation of a Data Assimilation (DA) method on top of MASCARET in the framework of real-time forecasting. This prototype was based on a simplified Kalman filter where the description of the background error covariances is prescribed based on off-line climatology constant over time. This approach showed promising results on the Adour and Marne catchments as it improves the forecast skills of the hydraulic model using water level and discharge in-situ observations. An ensemble-based DA algorithm has recently been implemented to improve the modelling of the background error covariance matrix used to distribute the correction to the water level and discharge states when observations are assimilated from observation points to the entire state. It was demonstrated that the flow dependent description of the background error covariances with the EnKF algorithm leads to a more realistic correction of the hydraulic state with significant impact of the hydraulic network characteristics

Highlights

  • Developments are gathered in a platform called DAMP (Data Assimilation for Mascaret Prototype)

  • Kalman Filter (EKF) algorithm to control the upstream flow for the hydraulic network and dynamically correct the hydraulic state

  • The first step of the analysis is based on the assumption that the upstream flow can be adjusted using a simple three-parameter correction, and the second step consists in correcting the hydraulic state every hour to provide an improved initial condition for a forecast simulation

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Summary

Introduction

Developments are gathered in a platform called DAMP (Data Assimilation for Mascaret Prototype). The first step of the analysis is based on the assumption that the upstream flow can be adjusted using a simple three-parameter correction, and the second step consists in correcting the hydraulic state every hour (the observation frequency) to provide an improved initial condition for a forecast simulation. This procedure is applied on a sliding time-window over the entire period of each flood event for the Adour and Marne catchments; the results were interpreted for several events over each catchment.

Hydraulic modelling and test case catchment
Shallow water equations
Monte-Carlo approach and statistics estimation
EnKF algorithm
Implementation with MASCARET
Results
Observing System Simulation Experiments
Conclusions
Full Text
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