Dam Search Results
- Owner: Confederación Hidrográfica del Ebro
Please note: only dams ≥ 15m which have been completed, are under construction, or due to begin RCC placement in the current year are included in the table below.
Results are sorted in the following order: Finish of RCC, Start of RCC, Finish of Project, Start of Project, Height and alphabetical by Dam Name.
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| Name | Country | Owner | Purpose | River | Reservoir capacity (m3x106) | Construction dates | Dimensions | Volume | Facings | Placement | Cementitious material | |||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Start | Finish | Height | Length | RCC | Total | Upstream | Downstream | Spillway | Layers | Lifts | Cement | Pozzolan | ||||||||||||
| Project | RCC | RCC | Project | (m) | (m) | (m3x103) | (m3x103) | Slope | Type | Slope | Type | Slope | Type | (m) | (m) | (kg/m3) | (kg/m3) | |||||||
| Urdalur | Spain | Confederación Hidrográfica del Ebro | W | Alzania | 5 | 03/90 | 08/91 | 07/92 | 10/92 | 58 | 396 | 150 | 240 | V | (1) | 0.75 | (3)* | 0.75 | (3)* | 300 | 300 | 72 | 108 | (F) |
| Queiles y Val | Spain | Confederación Hidrográfica del Ebro | F | Val | 25 | 01/93 | 10/95 | 05/97 | 12/98 | 82 | 375 | 480 | 520 | V 0.33 | (1) (1) | 0.80 | (5) | 0.80 | (1) | 300 | 300 | 80 | 145 | (F) |
| Rialb | Spain | Confederación Hidrográfica del Ebro | I W | Segre | 402 | 01/93 | 10/95 | 12/98 | 01/00 | 99 | 630 | 980 | 1016 | 0.15 0.35 | (1) (1) | 0.40 0.65 | (1) (1) | 0.65 | (1) | 330 | 330 | 70 65 | 130 130 | (F) |
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Please note: only dams ≥ 15m which have been completed, are under construction, or due to begin RCC placement in the current year are included in the list below.
Results are sorted in the following order: Finish of RCC, Start of RCC, Finish of Project, Start of Project, Height and alphabetical by Dam Name.
Details
Country: Spain
Owner: Confederación Hidrográfica del Ebro
Type: Gravity
Purpose(s): Water Supply
River: Alzania
Reservoir capacity: 5 m3x106
Construction Dates
Start of Project: 03/90
Start of RCC: 03/90
End of RCC: 07/92
End of Project: 10/92
Specifications
Height: 58 metres
Length: 396 metres
Volume of RCC: 150 m3x103
Total volume: 240 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.75 | RCC against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.75 | RCC against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 72 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 108 | Low-lime flyash (ASTM Class F) |
Details
Country: Spain
Owner: Confederación Hidrográfica del Ebro
Type: Gravity
Purpose(s): Flood Control
River: Val
Reservoir capacity: 25 m3x106
Construction Dates
Start of Project: 01/93
Start of RCC: 01/93
End of RCC: 05/97
End of Project: 12/98
Specifications
Height: 82 metres
Length: 375 metres
Volume of RCC: 480 m3x103
Total volume: 520 m3x103
Construction Methods
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) |
Details
Country: Spain
Owner: Confederación Hidrográfica del Ebro
Type: Gravity
Purpose(s): Irrigation / Water Supply
River: Segre
Reservoir capacity: 402 m3x106
Construction Dates
Start of Project: 01/93
Start of RCC: 01/93
End of RCC: 12/98
End of Project: 01/00
Specifications
Height: 99 metres
Length: 630 metres
Volume of RCC: 980 m3x103
Total volume: 1016 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.15 | Traditional concrete against formwork |
| 0.35 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.40 | Traditional concrete against formwork |
| 0.65 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.65 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 330 | 330 |
Cementitious material
| Cement (kg/m3) |
|---|
| 70 |
| 65 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 130 | Low-lime flyash (ASTM Class F) |
| 130 |
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