Input dune analysis for: Rive dune dynamics during low flow

doi: 10.4121/17134703.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: 10.4121/17134703
Datacite citation style:
Lokin, Lieke (2022): Input dune analysis for: Rive dune dynamics during low flow. Version 1. 4TU.ResearchData. dataset. https://doi.org/10.4121/17134703.v1
Other citation styles (APA, Harvard, MLA, Vancouver, Chicago, IEEE) available at Datacite
Dataset
University of Twente logo
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geolocation
Waal River near Druten (river kilometre 894-910)
time coverage
2011-2020
licence
cc-by.png logo CC BY 4.0
Bed elevation of the centre line of the Waal River (distributary of the Rhine River) between river kilometre points 894 and 911, derived from biweekly Multibeam data covering the fairway of the Waal river. The measurements cover the period from 2011 untill 2020. Z_locations.csv gives the elevation of each point (rows) at each date (columns), MXY_locations.csv contaions to the geographical locations where the first column gives the distance along the line and the second and third columns give X Y coordinates in the RD new geographic reference system (EPSG:28992). dates.csv contains the dates the bed elevations were measured. QTiel-2009_2020_daymean.csv are the daily mean discharges at measurement station Tiel for the period from 1 Jan 2009 up to 31 Dec 2020, this is the discharge gauge closest to the study area within the Waal River..

These data are used to analyse the dunes on the river bed as described in the companion paper. The analysis method is described in the companion paper and the analysis scripts are published separately (https://doi.org/10.5281/zenodo.5764363).
history
  • 2022-03-31 first online, published, posted
publisher
4TU.ResearchData
format
*.csv
associated peer-reviewed publication
River dune dynamics during low flows
funding
  • Rivers2Morrow
organizations
University of Twente, University of Twente, Faculty of Engineering Technology (ET), Marine and Fluvial Systems (MFS)

DATA

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