Stone Stability Under Non-uniform Flow

Datacite citation style:
Nguyen Thanh Hoan (2010): Stone Stability Under Non-uniform Flow. Version 1. 4TU.ResearchData. dataset. https://doi.org/10.4121/uuid:cca1e773-4c36-4aa4-9ef7-38c86a0ed20e
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In this research, experiments were carried out in which both the bed response (quantified by a dimensionless entrainment rate) and the flow field (velocity and turbulence intensity distributions) are measured. The flow in a gradual expansion open-channel and its influence on stone stability were chosen to study as in such a flow the turbulence intensity is high. Three experimental set-ups with different expansion dimensions were used to create different combinations of velocity and turbulence.
history
  • 2010-01-26 first online, published, posted
publisher
TU Delft
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media types: application/octet-stream, application/pdf, application/vnd.ms-excel, application/zip, image/jpg, text/plain
organizations
TU Delft, Faculty of Civil Engineering and Geosciences, Department of Hydraulic Engineering

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