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DC Field | Value | Language |
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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 |
Appears in Collections: | Articole științifice/Scientific articles |
Files in This Item:
File | Description | Size | Format | |
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BUPT_ART_Bartha_f.pdf | 1.24 MB | Adobe PDF | View/Open |
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