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A method for parameterising roughness and topographic sub-grid scale effects in hydraulic modelling from LiDAR data

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Academic year: 2017

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Table 1. Boundary condition requirements for the 1-D river model. (Option 2 is used in this study).
Table 2. Inflow data.
Table 3. Model geometry and boundary conditions estimated for an initial discharge of 25 m 3 s − 1 .
Table 4. Descriptive statistics for each scaled DEM.
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