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Optimal uncertainty quantification of a risk measurement from a computer code

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Academic year: 2021

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Figure

Figure 1.1: This scheme represents the usual UQ methodology employed in engineering study.
Figure 2.1: This scheme represents the height H of a river computed from the four parameters
Figure 2.2: Data driven estimation of the parameters of the flowrate distribution and the Mannin-Strieckler distribution.
Figure 2.3: Distribution of the flood model with input distributions detailed in Table 2.1
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