PHYSICAL AND MATHEMATICAL MODELING OF SOLID-LIQUID FLOW AT HIGH BED SHEAR IN STEEP FLUME
Result description
The paper discusses new results of our experimental- and mathematical modeling of sediment-laden open-channel flows in the upper plane bed regime associated with intense transport of sediment. Our recent studies showed that bed-load transport and bed friction are interrelated and classical formulae for bed friction (Nikuradse formula) and bed-load transport (MeyerPeter and Muller formula) need to be modified to account for the intense transport of sediment. The new results of our laboratory experimentsin a tilting flume are presented and analyzed for different sediment fractions. The analysis is focused on the effect of solids density and size on the solid-liquid flow characteristics as the solids flow rate, flow depth, and bed slope for certain flowrate of water in a channel of given geometry. The experimental results are compared with outputs of our mathematical model simulating the observed phenomena. The simple 1-D model combines hydrodynamic- and sediment-transport equations and
Keywords
The result's identifiers
Result code in IS VaVaI
Result on the web
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DOI - Digital Object Identifier
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Alternative languages
Result language
angličtina
Original language name
PHYSICAL AND MATHEMATICAL MODELING OF SOLID-LIQUID FLOW AT HIGH BED SHEAR IN STEEP FLUME
Original language description
The paper discusses new results of our experimental- and mathematical modeling of sediment-laden open-channel flows in the upper plane bed regime associated with intense transport of sediment. Our recent studies showed that bed-load transport and bed friction are interrelated and classical formulae for bed friction (Nikuradse formula) and bed-load transport (MeyerPeter and Muller formula) need to be modified to account for the intense transport of sediment. The new results of our laboratory experimentsin a tilting flume are presented and analyzed for different sediment fractions. The analysis is focused on the effect of solids density and size on the solid-liquid flow characteristics as the solids flow rate, flow depth, and bed slope for certain flowrate of water in a channel of given geometry. The experimental results are compared with outputs of our mathematical model simulating the observed phenomena. The simple 1-D model combines hydrodynamic- and sediment-transport equations and
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
BK - Liquid mechanics
OECD FORD branch
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Result continuities
Project
GAP105/12/1082: Modeling of intense transport of sediment in flood flow
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Others
Publication year
2015
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
Proceedings of ASME-JSME-KSME 2015 Joint Fluids Engineering Conference
ISBN
978-0-7918-5721-2
ISSN
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e-ISSN
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Number of pages
6
Pages from-to
2069-2074
Publisher name
ASME
Place of publication
New York
Event location
Seoul
Event date
Jul 26, 2015
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
000369566100077
Result type
D - Article in proceedings
CEP
BK - Liquid mechanics
Year of implementation
2015