Hervás
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Particulars
Owner: unknown
Designer: Euroestudios S.A.
Contractor: Construcciones y Contratas
Statistics
Type: Gravity
Purpose(s): Water Supply
Reservoir capacity: 1 m3x106
Height: 33 metres
Length: 210 metres
Volume of RCC: 24 m3x103
Total volume: 43 m3x103
Construction Dates
Start of Project: 01/89 (January 1989)
Start of RCC: 03/90 (March 1990)
End of RCC: 09/90 (September 1990)
End of Project: 10/90 (October 1990)
Country: Spain
River: Hervás
DMS Co-ordinates: 40˚16'9.39"N, 5˚49'26.92"W
DD Co-ordinates: 40.269276, -5.824144
Facings
Upstream
Slope | Type |
---|---|
0.15 | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.70 | Traditional concrete against formwork [stepped face] |
Traditional concrete against precast concrete panels [stepped face] |
Spillway
Slope | Type |
---|---|
0.70 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
80 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
155 | Low-lime flyash (ASTM Class F) |