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Sewer network design using Urbano Canalis version 7 release 2010 [articol]
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| dc.contributor.author | Căzănescu, Severin | |
| dc.contributor.author | Mărăcineanu, Florin | |
| dc.contributor.author | Tadjer, Jack | |
| dc.date.accessioned | 2020-03-20T10:39:16Z | |
| dc.date.accessioned | 2021-03-01T08:39:05Z | |
| dc.date.available | 2020-03-20T10:39:16Z | |
| dc.date.available | 2021-03-01T08:39:05Z | |
| dc.date.issued | 2010 | |
| dc.identifier.citation | Căzănescu, Severin. Sewer network design using Urbano Canalis version 7 release 2010. Timişoara: Editura Politehnica, 2010 | en_US |
| dc.identifier.uri | http://primo.upt.ro:1701/primo-explore/search?query=any,contains,Sewer%20network%20design%20using%20Urbano%20Canalis%20version%207%20release%202010&tab=default_tab&search_scope=40TUT&vid=40TUT_V1&lang=ro_RO&offset=0 Link Primo | |
| dc.description.abstract | The paper presents an advanced modeling and design software application for sewage networks - Urbano Canalis version 7, which allows projects to be accomplished in a short time, with high efficiency and low costs. The software application calculates the storm water flow, using rational method based on IDF curves or constant intensity approach and perform all the necessary calculations related to a sewage project. The hydraulic design consists in the computation of the transit and total flow and hydraulic modeling for network pipes diameters or slopes. The application provides reports, layouts, longitudinal or transversal cross sections of the pipe network, displayed in an advanced graphic system based on AutoCAD technology. | 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 | Sewage design | en_US |
| dc.subject | Hydraulic computation | en_US |
| dc.subject | Computer aided design | en_US |
| dc.title | Sewer network design using Urbano Canalis version 7 release 2010 [articol] | en_US |
| dc.type | Article | en_US |
