| dc.contributor.author | Alves, E.
|
pt_BR |
| dc.contributor.author | Hernando, F.
|
pt_BR |
| dc.contributor.author | Chacon, R.
|
pt_BR |
| dc.date.accessioned | 2015-05-07T09:31:51Z | pt_BR |
| dc.date.accessioned | 2017-04-12T16:10:50Z | |
| dc.date.available | 2015-05-07T09:31:51Z | pt_BR |
| dc.date.available | 2017-04-12T16:10:50Z | |
| dc.date.issued | 2015-04 | pt_BR |
| dc.identifier.uri | https://repositorio.lnec.pt/jspui/handle/123456789/1007158 | |
| dc.description.abstract | The Upper Tâmega Hydroelectric Project is located in the Tâmega River, a tributary of Douro River, and includes, among other elements, the construction of three dams: Alto Tâmega, Daivões and Gouvães. Daivões Dam is a concrete arch gravity structure, 77 m high above foundation, with a gated controlled spillway, located in the center of the dam, and followed by stilling basin controlled by a tall end weir to force the hydraulic jump in a shorter distance. The hydraulic performance of the proposed spillway stilling basin was tested and optimized on a physical model at 1:50 scale. The paper presents the results of the physical models study and the final unconventional solution adopted for the spillway stilling basin. | pt_BR |
| dc.language.iso | eng | pt_BR |
| dc.rights | openAccess | pt_BR |
| dc.subject | Spillway | pt_BR |
| dc.subject | Stilling basin | pt_BR |
| dc.subject | Dentate weir | pt_BR |
| dc.subject | Physical model | pt_BR |
| dc.title | Daivões dam spillway: a novel solution for the stilling basin | pt_BR |
| dc.type | conferenceObject | pt_BR |
| dc.description.pages | 01-10pp | pt_BR |
| dc.identifier.local | LNEC, Lisboa | pt_BR |
| dc.description.sector | DHA/NRE | pt_BR |
| dc.identifier.conftitle | Second International DAM WORLD Conference | pt_BR |