Bed load transport modelling using kinetic theory
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F18%3A00323783" target="_blank" >RIV/68407700:21110/18:00323783 - isvavai.cz</a>
Result on the web
<a href="http://dx.doi.org/10.1051/e3sconf/20184005072" target="_blank" >http://dx.doi.org/10.1051/e3sconf/20184005072</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1051/e3sconf/20184005072" target="_blank" >10.1051/e3sconf/20184005072</a>
Alternative languages
Result language
angličtina
Original language name
Bed load transport modelling using kinetic theory
Original language description
Intense transport of bed load is associated with highconcentrated sediment-laden flow over a plane mobile bed at high bed shear. Typically, the flow exhibits a layered internal structure in which a vast majority of sediment grains is transported through a collisional layer above the bed. Our investigation focuses on steady uniform open-channel flow with a developed collisional transport layer and combines modelling and experiment to relate integral quantities, as the discharge of solids, discharge of mixture, and flow depth with the longitudinal slope of the bed and the internal structure of the flow above the bed. In the paper, flow with the internal structure described by linear vertical distributions of granular velocity and concentration across the collisional layer is analyzed by a model based on the classical kinetic theory of granular flows. The model predicts the total discharge, the discharge of sediment, and the flow depth for given (experimentally determined) bed slope and thickness of collisional layer. The model also predicts whether the intefacial dense layer develops between the bed and the collisional layer and how thick it is. Model predictions are compared with results of intense bed-load experiment carried out for lightweight sediment in our laboratory tilting flume.
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
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OECD FORD branch
20101 - Civil engineering
Result continuities
Project
<a href="/en/project/GA16-21421S" target="_blank" >GA16-21421S: Analysis of Granular-Liquid Channel Flows based on Kinetic Theory Approach</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Others
Publication year
2018
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
Proseeding of River Flow 2018 - Ninth International Conference on Fluvial Hydraulics
ISBN
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ISSN
2267-1242
e-ISSN
2267-1242
Number of pages
8
Pages from-to
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Publisher name
EDP Sciences
Place of publication
Les Ulis
Event location
Lyon-Villeurbanne
Event date
Sep 5, 2018
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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