Experimental evaluation of resistance of eroded bed in sediment laden open channel flow: combined load transport case

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F22%3A00362791" target="_blank" >RIV/68407700:21110/22:00362791 - isvavai.cz</a>

Výsledek na webu

<a href="https://efm.kez.tul.cz/" target="_blank" >https://efm.kez.tul.cz/</a>

DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Experimental evaluation of resistance of eroded bed in sediment laden open channel flow: combined load transport case

Popis výsledku v původním jazyce

A relation between the discharge and the flow depth in an open channel is quite sensitive to resistance (expressed by the friction coefficient) of the channel bottom. This relation is straightforward if the bottom is a fixed boundary, and the discharge is a result of one-phase (water) flow. The relation is considerably more complex if the channel bottom is an eroded mobile bed and the flow is solid-liquid flow. Sediment-transport experiments with various model lightweight sediments in a tilting flume of the Water Engineering Laboratory at Czech Technical University in Prague produced information suitable for an evaluation of the eroded bed resistance at conditions of intense bed load and intense combined load in the upper plane bed regime. An evaluation of the bed load condition has been published recently. This paper discusses a description and quantification of the bed resistance in the case of transported combined load, i.e., at the condition where a certain portion of the sediment is transported as bed load and the rest is transported as suspended load. The results show that the presence of transported sediment tends to increase the bed resistance and hence increases a flow depth for a certain discharge of water in an open channel with an eroded bed.

Název v anglickém jazyce

Experimental evaluation of resistance of eroded bed in sediment laden open channel flow: combined load transport case

Popis výsledku anglicky

A relation between the discharge and the flow depth in an open channel is quite sensitive to resistance (expressed by the friction coefficient) of the channel bottom. This relation is straightforward if the bottom is a fixed boundary, and the discharge is a result of one-phase (water) flow. The relation is considerably more complex if the channel bottom is an eroded mobile bed and the flow is solid-liquid flow. Sediment-transport experiments with various model lightweight sediments in a tilting flume of the Water Engineering Laboratory at Czech Technical University in Prague produced information suitable for an evaluation of the eroded bed resistance at conditions of intense bed load and intense combined load in the upper plane bed regime. An evaluation of the bed load condition has been published recently. This paper discusses a description and quantification of the bed resistance in the case of transported combined load, i.e., at the condition where a certain portion of the sediment is transported as bed load and the rest is transported as suspended load. The results show that the presence of transported sediment tends to increase the bed resistance and hence increases a flow depth for a certain discharge of water in an open channel with an eroded bed.

Druh

D - Stať ve sborníku

CEP obor

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OECD FORD obor

20101 - Civil engineering

Projekt

<a href="/cs/project/GA19-18411S" target="_blank" >GA19-18411S: Modelování intenzivního chodu směsi dnových a nesených splavenin</a><br>

Návaznosti

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Rok uplatnění

2022

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název statě ve sborníku

Proceedings of the International Conference Experimental Fluid Mechanics 2022

ISBN

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ISSN

2100-014X

e-ISSN

2100-014X

Počet stran výsledku

6

Strana od-do

172-177

Název nakladatele

EPJ Web of Conferences

Místo vydání

Les Ulis Cedex A

Místo konání akce

Dvůr Kralové

Datum konání akce

29. 11. 2022

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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