VASCOVEIRO DAM

PURPOSE - Water supply
LOCATION GENERAL FEATURES
District - Guarda
Municipality - Pinhel
Site - Vascoveiro
River Basin- Douro
River - Pega river
Promoting entity - Cāmara Municipal de Pinhel
Owner - C M Pinhel
Engineering by - Hidroprojecto
Construction by - Conduril
Project year - 1996
Year of completion - 2000
HYDROLOGY RESERVOIR
River basin area - 110 km2
Mean annual rainfall - 779 mm
Mean annual runoff - 12 700 x 1 000 m3
Flood runoff  - 306 m3/s
Return period  - 
1 000 years
Reservoir area - 570 x 1 000 m2
Gross capacity - 3 000 x 1 000 m3
Effective storage- 2 400 x 1 000 m3
Dead storage - 600 x 1 000 m3
Normal water level (NWL) - 591 m
Maximum flood level (MFL) - 593,2 m
Minimum operating level  - 582,2 m
DAM
Earthfill - Zoned embankment
Height above foundation -
 23 m
Height above streambed - 19 m
Crest elevation - 594,5 m
Crest length - 248 m
Crest width - 7 m
Foundation - Granite
Volume of dam body
95 x 1 000 m3
SPILLWAY BOTTOM OUTLET
Location - Left bank
Control type - Uncontrolled
Spillway type- Chute spillway
Sill elevation - 591 m
Sill length -
81,5 m
Maximum discharge - 306 m3/s
Energy dissipation - Flip bucket
Location - Left bank
Type - Conduit under the embankment
Section - 400 mm
Maximum discharge - 1,1 m3/s
Upstream control - Vertical sluice gate
Downstream control - Hollow jet valve
Energy dissipation - Stilling basin


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