River Flow 2006 2006
DOI: 10.1201/9781439833865.ch56
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Steady 1D water surface model of natural rivers with vegetated floodplain

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Cited by 7 publications
(5 citation statements)
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“…To present how different DTMs applied to flood-mapping procedures affected the final results of the flood area and floodplain volume calculations, we analyzed floods of 1%, 5%, 10%, 20%, and 50% recurrence (Table 5). Water levels were modeled using a one-dimensional hydrodynamic model 50 …”
Section: Resultsmentioning
confidence: 99%
“…To present how different DTMs applied to flood-mapping procedures affected the final results of the flood area and floodplain volume calculations, we analyzed floods of 1%, 5%, 10%, 20%, and 50% recurrence (Table 5). Water levels were modeled using a one-dimensional hydrodynamic model 50 …”
Section: Resultsmentioning
confidence: 99%
“…The initial condition refers to the state of flow in the river when the simulation starts. In the model presented in this paper a steady flow in the channel is used as the initial condition (Swiatek et al, 2006). The finite element method in the Galerkin formulation was used to solve a pair of Eqs.…”
Section: Numerical Model Development 21 the Unsteady Flow Modelmentioning
confidence: 99%
“…The impact of a single land use change can hardly be separated by modelling. A similar situation is given for inundation zones where manifold applications of 1D‐, 2D‐ or 3D‐hydraulic models exist for real case studies (Anderson et al ., ; Büttner et al ., ; Swiatek, ; Woodhead et al ., ). Concluding from the limitations of real case studies, the investigations in the frame of this project are focused on the systematic analysis of schematised model areas for runoff‐forming and inundation regions.…”
Section: Introductionmentioning
confidence: 99%