Queiles y Val
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Queiles y Val completed
Particulars
Owner: unknown
Designer: unknown
Contractor: UTE Idecon S.A, Lain S.A. and Obrascon S.A.
Statistics
Type: Gravity
Purpose(s): Flood Control
Reservoir capacity: 25 m3x106
Height: 82 metres
Length: 375 metres
Volume of RCC: 480 m3x103
Total volume: 520 m3x103
Construction Dates
Start of Project: 01/93 (January 1993)
Start of RCC: 10/95 (October 1995)
End of RCC: 05/97 (May 1997)
End of Project: 12/98 (December 1998)
Country: Spain
River: Val
DMS Co-ordinates: 41˚52'34.65"N, 1˚47'12.90"W
DD Co-ordinates: 41.876293, -1.786917
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.33 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against precast concrete panels |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 80 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 145 | Low-lime flyash (ASTM Class F) |
