Tiétar. Proyecto de Permeabilización Piscícola del Azud de Protección del Viaducto de la Carretera N-502 sobre el Río Tiétar.

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Tiétar. Proyecto de Permeabilización Piscícola del Azud de Protección del Viaducto de la Carretera N-502 sobre el Río Tiétar.


Factsheet: Tiétar. Proyecto de Permeabilización Piscícola del Azud de Protección del Viaducto de la Carretera N-502 sobre el Río Tiétar.

General
Country ES
River Name Tiétar
Site Name Tiétar. Proyecto de Permeabilización Piscícola del Azud de Protección del Viaducto de la Carretera N-502 sobre el Río Tiétar.
River Characterisation
    River typology
    Location (Lat Lon) 40.1594759785564, -5.01746892929077
    Altitude mid-altitude: 200 - 800 m
    Catchment area large: > 1000 - 10000 km2
    Geology Siliceous
    National code/
    River type name
    15 / Ejes mediterráneo-continentales poco mineralizados
    Hydromorphological quality elements

    Biological quality elements
    Ecosystem Services
    EU Directives
    Pressures
    Measures
    Other
    Project size -1
    Approximate costs 100 000 - 1 000 000 Euros
    Synergy Site of Cummunity Importance and Special Protection Area "Valle del Tiétar"
    Status Realised
    Period of realization August - October 2009
    Evaluation
    Implemented by Confederación Hidrográfica del Tajo


    Key features of the case study

    This project is part of the National Strategy for River Restoration developed by the Spanish Ministry of Environment and in this case, designed and implemented by the Confederación Hidrográfica del Tajo. Between 1985 and 1986 a viaduct for the N-520 highway was built over the Tiétar River. At the same time, a weir was constructed to protect the pillars of the viaduct. This mass concrete weir has a lenght of 120 meters and is 2 meters high. There are two drains at the bottom of the weir by which fish can not pass due to the great hydraulic power (> 150 watts/m3). Thus, cyprinid populations have seen reduced their chances for migrate upstream. The weir is also an obstacle for the transport of sediments, being altered the river morphodynamic at this site. To restore the longitudinal connectivity of the river without compromising the stability of the viaduct, a fish ramp was designed.

    Site description

    Measures selection

    Success criteria

    Ecological response

    Hydromorphological response

    Monitoring before and after implementation of the project

    Socio-economic aspects

    Contact person within the organization

    Extra background information

    Documents from the project design (Ministry of Environment. Confederación Hidrográfica del Tajo):

    References


    Related Measures

    Related Pressures