Original paper
Hydrodynamic modelling of a flood-prone tidal river using the 1D model MIKE HYDRO River: calibration and sensitivity analysis
Abstract
No abstract.
Figures & Tables
Table 1. Comparison of 1D, 2D, and 3D modelling approach
Figure 1. The Nerang River, its location in Australia and Queensland, and water ...
Figure 10. Three selected points for spatial the sensitivity analysis
Table 2. The sensitivity analysis scenarios for changing input of perturbed each...
Figure 2. The average monthly discharge and water level at the Glenhurst site ov...
Figure 3. Maximum tide range of each month in the year 2012
Table 3. Manning’s roughness coefficient for the Nerang River chainage
Figure 4. Hourly water level of the upstream boundary (Glenhurst station) over (...
Paper Details
Title
Hydrodynamic modelling of a flood-prone tidal river using the 1D model MIKE HYDRO River: calibration and sensitivity analysis
Published Date
Jan 7, 2020
Volume
192
Issue
2
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