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Future discharge of the French tributaries of the Rhine: A semi-distributed multi-model approach using CMIP5 projections

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HAL Id: hal-02603433

https://hal.inrae.fr/hal-02603433

Submitted on 16 May 2020

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Future discharge of the French tributaries of the Rhine

Guillaume Thirel, Alban de Lavenne, J. P. Wagner, C. Perrin, K. Gerlinger, G. Drogue, Benjamin Renard

To cite this version:

Guillaume Thirel, Alban de Lavenne, J. P. Wagner, C. Perrin, K. Gerlinger, et al.. Future discharge of the French tributaries of the Rhine: A semi-distributed multi-model approach using CMIP5 pro- jections. EGU General Assembly 2016, Apr 2016, Vienna, Austria. Geophysical Research Abstracts, 18, pp.1, 2016. �hal-02603433�

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www.irstea.fr

Future discharge of the French tributaries of the Rhine:

A semi-distributed multi-model approach using CMIP5 projections

Methodology

• Multi-hydrological model (HM) approach (only one on this poster)

• Re-use of AR4 projections from former projects

• Use of new AR5 projections (not in this poster)

• Disentangling sources of uncertainty

EGU General Asse mbly 201 6 – 18 -22 Ap ril 201 6 – V ie nna – EGU20 16 -8946

Needs to update our knowledge of future discharge with new projections

Sources of uncertainties considered in the project: ARs, GCMs, downscaling methods, HMs, HMs calibration conditions, sampling

G. Thirel 1 , A. de Lavenne 1 , J.-P. Wagner 2 , C. Perrin 1 , K. Gerlinger 3 , G. Drogue 4 , and B. Renard 5 1: UR HBAN, HYDRO Team – Irstea Antony, France

2: DREAL Lorraine, Metz, France 3: HYDRON, Karlsruhe, Germany

4: LOTERR, Univ. Lorraine, Metz, France 5: UR HHLY, Irstea Lyon, France

Contacts :

Guillaume Thirel ; [email protected] (poster presenter)

Jean-Pierre Wagner ; [email protected] The MOSARH21 project is funded by the French Rhin-Meuse Water Agency

Fig. 1: Performance of the GRSD model over the MOSARH21 area

Uncertainties

• Use of a Bayes estimator for the sampling uncertainty

• Calibration on different past periods of the GRSD model (de Lavenne et al., 2016): split-sample test + rolling periods

• Several GCMs and downscaling methods will be used

Fig. 3: Low flows values (monthly discharge with a 5-year return period) for the GRSD model calibrated over a single period. Here the impacts of GCMs, time periods and sampling uncertainty can be distinguished

Fig. 4: Impact of the

calibration of the GRSD model on low flows

Fig. 2: Evolution of precipitation for AR4 Scratch08 projections

Reference

De Lavenne A., Thirel G., Andréassian V., Perrin C., Ramos M.-H., Spatial variability of the parameters of a semi-distributed hydrological model, Proc. IAHS, 93, 1–8, 2016, in press

End-users

Methods and hydrological indices are discussed and adapted to the Water Agency demands in order to answer to their operational needs

Conclusions

GCM and sampling uncertainties are of a higher order on low flows than calibration

We will investigate the sources of uncertainty on different ranges of flow

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