Research of filtration through sorted river gravel [articol]

Bartha, I.; Marcoie, N.; Toacă, D.; Toma, D.; Gabor, V.

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dc.contributor.author	Bartha, I.
dc.contributor.author	Marcoie, N.
dc.contributor.author	Toacă, D.
dc.contributor.author	Toma, D.
dc.contributor.author	Gabor, V.
dc.date.accessioned	2020-03-20T07:23:36Z
dc.date.accessioned	2021-03-01T08:41:18Z
dc.date.available	2020-03-20T07:23:36Z
dc.date.available	2021-03-01T08:41:18Z
dc.date.issued	2010
dc.identifier.citation	Bartha, Iosif. Research of filtration through sorted river gravel. Timişoara: Editura Politehnica, 2010	en_US
dc.identifier.uri	http://primo.upt.ro:1701/primo-explore/search?query=any,contains,Research%20of%20filtration%20through%20sorted%20river%20gravel&tab=default_tab&search_scope=40TUT&vid=40TUT_V1&lang=ro_RO&offset=0 Link Primo
dc.description.abstract	Experimental results of fluid flow through homogeneous permeable media – sorted river gravel of diameter 22.5, 12.2, 5.4 and 3.9 mm – the paper presents.Experiments for hydraulic gradients corresponding to Darcy’s law up to 7,5 (post Darcy’s movement) has been undertaken.Using a capillary tube model of filtration, parameters of the movement has been determined: porosity, pores diameter, tortuosity, Forchheimer type quadratic relationship of hydraulic gradient, the dynamic and static specific area and friction factor law in function of pore diameter Reynolds number.	en_US
dc.language.iso	en	en_US
dc.publisher	Timişoara: Editura Politehnica	en_US
dc.relation.ispartofseries	Seria hidrotehnică, Tom 55(69), fasc. 1, 2 (2010);
dc.subject	Newtonian fluid	en_US
dc.subject	Post Darcy’s filtration	en_US
dc.subject	Uniform geometry of solid phase	en_US
dc.title	Research of filtration through sorted river gravel [articol]	en_US
dc.type	Article	en_US