dc.contributor.author | Pena Mosquera, Luis | |
dc.contributor.author | Teijeiro Rodríguez, Teresa | |
dc.contributor.author | Puertas, Jerónimo | |
dc.date.accessioned | 2006-06-02T15:50:34Z | |
dc.date.available | 2006-06-02T15:50:34Z | |
dc.date.issued | 2003 | |
dc.identifier.citation | Proceedings of the IAHR Congress, August 24-29, 2003, Thessaloniki, Greece, edited by J. Ganoullis and P. Prinos, p. 433-439 | es_ES |
dc.identifier.isbn | 960-243-597-6 | |
dc.identifier.uri | http://hdl.handle.net/2183/809 | |
dc.description.abstract | Fishways are hydraulic structures that enable fish to go through transverse
obstructions to continue their upstream migrations. This paper presents the results of a scale
model of a vertical slot fishway. For two different slopes, the performance of two particular
designs of vertical slot fishways was studied for a wide range of discharges. Water depths
were measured in the almost all the surface of pools. A linear relation between dimensionless
discharge and depth of flow, and the same flow patterns for each design were found. With an
acoustic Doppler velocimeter (ADV), three-dimensional velocities were measured at several
levels in the entire pool to appreciate the structure of the flow. Two different regions in flow
patterns were found: a direct flow region characterized for maximum velocities; and a
recirculation region, defined by small velocities and horizontal eddies. | es_ES |
dc.format.mimetype | application/pdf | |
dc.language.iso | eng | es_ES |
dc.publisher | IAHR | es_ES |
dc.title | Experimental study of depth-discharge equations and velocity patterns on vertical slot fishways | es_ES |
dc.type | info:eu-repo/semantics/conferenceObject | es_ES |
dc.rights.access | info:eu-repo/semantics/openAccess | es_ES |