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 |