Schematized model of the lower Rhine River (2000-2100) - input and results

doi: 10.4121/21763112.v1
The doi above is for this specific version of this dataset, which is currently the latest. Newer versions may be published in the future. For a link that will always point to the latest version, please use
doi: 10.4121/21763112
Datacite citation style:
Claudia Ylla Arbos (2023): Schematized model of the lower Rhine River (2000-2100) - input and results. Version 1. 4TU.ResearchData. dataset. https://doi.org/10.4121/21763112.v1
Other citation styles (APA, Harvard, MLA, Vancouver, Chicago, IEEE) available at Datacite
Dataset

Input files and model results for a schematized morphodynamic model of channel response of the lower Rhine River to climate change and human intervention. 


These model files are related to the manuscript Centennial Channel Response to Climate Change in an Engineered River.  


Input files (for modeling tool SOBEK-RE) include:

- cross-section data, with main channel and floodplain width at each cross section (cross-sections.txt)

- initial mean bed elevation (bedlevel_ini.txt)

- initial bed surface and substrate composition per fraction (gs_ini.txt)

- boundary conditions for the reference case and (climate) scenarios: upstream water discharge, upstream sediment flux, downstream water level (#scenario#_QKoln.txt, #scenario#_BaseLevel.txt, #scenario#_SedFlux.txt)


Model results (ModelRuns_2050-2100.xlsx) include for the reference case and climate scenarios: 

- Main channel bed elevation at 2050 and 2100 

- Geometric mean grain size at 2050 and 2100 


In addition, the field data collected by Rijkswaterstaat on bed surface grain size in the Dutch Rhine in 2020 is also included (grainsize_field_DutchRhine.xlsx). These data has been used as information to derive the model input grain size fraction content.


history
  • 2023-04-03 first online, published, posted
publisher
4TU.ResearchData
funding
  • Rijkswaterstaat, Ministry of Infrastructure and Water Management
organizations
Delft University of Technology, Faculty of Civil Engineering and Geosciences, Department of Hydraulic Engineering

DATA

files (21)