ROXO DAM

PURPOSE - Irrigation / Water supply
LOCATION GENERAL FEATURES
District - Beja
Municipality - Aljustrel
Site - Ervidel
River Basin - Sado
River - Roxo river
Promoting entity - INAG
Owner - Associação de Beneficiários do Roxo
Engineering by - DGSH
Construction by - Amaro & Mota, Lda
Project year - 1958
Year of completion - 1967
HYDROLOGY RESERVOIR
River basin area - 351 km2
Mean annual rainfall - 548,8 mm
Flood runoff - 700 m3/s
Return period - 
1 000 years
Reservoir area - 13 780 x 1 000 m2
Gross capacity - 96 311 x 1 000 m3
Effective storage - 89 511 x 1 000 m3
Dead storage  - 6 800 x 1 000 m3
Normal water level (NWL) - 136 m
Maximum flood level (MFL) - 137 m
Minimum operating level - 124,5 m
DAM
Earthfill - Homogeneous embankment
Concrete -
Buttress + Gravity
Composite dam - Yes
Height above foundation -
 49 m
Height above streambed - 34 m
Crest elevation -
139,5 m
Crest length -  847 m
Crest width - 5,5 m
Foundation -
Porphiry, schist and greywacke
Volume of Earthfill - 364 x 1 000 m3
Volume of Concrete -
 106 x 1 000 m3
SPILLWAY BOTTOM OUTLET
Location - Center
Control type - Uncontrolled
Spillway type - Over the dam
Sill elevation- 136 m
Sill length -
27 m
Maximum discharge - 64 m3/s
Energy dissipation - Hydraulic jump
Location - Left bank
Type - Through the dam
Section - d 2,0 m
Maximum discharge - 47 m3/s
Upstream control - Sluice gate
Downstream control - Hollow jet valve
Energy dissipation - Hollow jet and scour holes


ARROWA.GIF (181 bytes)            homeicona.gif (359 bytes)