Dam Search Results
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.
← Scroll the table horizontally to view its entire width →
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) | |||||||
Castilblanco de los Arroyos | Spain | W | Cala | 1 | 07/84 | 05/85 | 10/85 | 12/85 | 25 | 124 | 14 | 20 | V | (1) | V 0.75 | (1) (1) | 0.75 | (1) | 450 | 450 | 72 61 | 116 120 | (F) | |
Los Morales | Spain | W | Morales | 2 | 06/86 | 02/87 | 10/87 | 12/87 | 28 | 200 | 22 | 26 | V | (1) (3) | 0.75 | (3)* | 0.75 | (1) | 300 - 400 | 300 - 400 | 80 74 | 140 128 | (F) | |
Santa Eugenia | Spain | H | Xallas | 17 | 01/87 | 06/87 | 06/88 | 10/88 | 84 | 290 | 225 | 254 | 0.05 | (3) | 0.75 0.35 | (3)* (3)* | 0.75 | (1) | 250 | 250 | 88 72 | 152 145 | (F) | |
Los Canchales | Spain | F W | Lácara | 15 | 05/88 | 07/88 | 11/88 | 01/89 | 32 | 240 | 25 | 54 | V | (3) | 0.50 0.80 | (3)* (3)* | 0.50 | (1)* | 250 | 250 | 84 70 | 156 145 | (F) | |
Maroño | Spain | W | Izoria and Idas | 2 | 01/89 | 11/89 | 08/90 | 11/91 | 53 | 182 | 80 | 91 | 0.05 | (3) | V 0.75 | (3)* (3)* | 0.75 | (1)* | 300 | 300 | 80 65 | 160 170 | (F) | |
Hervás | Spain | W | Hervás | 1 | 01/89 | 03/90 | 09/90 | 10/90 | 33 | 210 | 24 | 43 | 0.15 | (1) | 0.70 | (1)* (5)* | 0.70 | (1) | 300 | 300 | 80 | 155 | (F) | |
Burguillos del Cerro | Spain | W | Ribera de los Montes | 3 | 12/90 | 05/91 | 09/91 | 12/91 | 24 | 167 | 25 | 33 | V | (14) | 0.13 0.60 | (14)* | 0.60 | (13)* | 300 | 300 | 80 | 135 | (F) | |
La Puebla de Cazalla | Spain | I | Corbones | 74 | 03/88 | 08/89 | 10/91 | 12/91 | 71 | 220 | 205 | 220 | V 0.20 | (3) (3) | 0.80 | (3)* | 0.80 | (3)* | 300 | 300 | 80 | 130 | (F) | |
Belén-Cagüela | Spain | F | Belén | 1 | 03/91 | 06/91 | 10/91 | 10/91 | 31 | 160 | 24 | 29 | 0.05 | (3) | 0.75 | (3)* | 0.75 | (3)* | 300 | 300 | 73 | 109 | (F) | |
Belén-Gato | Spain | F | Belén | 1 | 07/91 | 09/91 | 11/91 | 11/91 | 34 | 158 | 36 | 41 | 0.05 | (3) | 0.75 | (3)* | 0.75 | (3)* | 300 | 300 | 73 | 109 | (F) | |
Caballar I | Spain | F | Belén | 1 | 09/91 | 09/91 | 12/91 | 12/91 | 16 | 98 | 6 | 7 | 0.05 | (3) | 0.75 | (3)* | 0.75 | (3)* | 300 | 300 | 73 | 109 | (F) | |
Amatisteros III | Spain | F | Belén | 1 | - /91 | 09/91 | 12/91 | - /92 | 15 | 75 | 4 | 5 | V | (3) | 0.75 | (3) | 0.75 | (3) | 300 | 300 | 73 | 109 | (F) | |
Belén-Flores | Spain | F | Belén | 1 | 09/91 | 11/91 | 01/92 | 01/92 | 28 | 87 | 10 | 12 | 0.05 | (3) | 0.75 | (3)* | 0.75 | (3)* | 300 | 300 | 73 | 109 | (F) | |
Urdalur | Spain | 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) | |
Arriarán | Spain | W | Arriarán | 3 | 10/91 | 04/92 | 09/92 | 02/94 | 58 | 206 | 110 | 113 | 0.05 | (3) | 0.70 | (3)* | 0.70 | (3)* | 300 | 300 | 85 | 135 | (F) | |
Cenza | Spain | H | Cenza | 43 | 01/92 | 03/93 | 08/93 | 12/93 | 49 | 609 | 200 | 225 | V | (3) | 0.122 0.75 | (3)* (3)* | 0.75 | (3)* | 300 | 300 | 70 | 130 | (F) | |
Sierra Brava | Spain | I | Pizarroso | 232 | 12/90 | 06/92 | 11/93 | 12/93 | 54 | 835 | 277 | 340 | 0.05 | (14) | 0.75 | (14)* | 0.75 | (14)* | 300 | 300 | 80 | 140 | (F) | |
Boqueron | Spain | F | Rambla del Boqueron | 13 | 10/94 | 02/96 | 08/96 | 12/97 | 58 | 290 | 137 | 145 | 0.05 | (3') | 0.73 | (3') | 0.73 | (3')* | 300 | 300 | 55 | 130 | (F) | |
Queiles y Val | Spain | 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) | |
Atance | Spain | I | Salado | 35 | 07/96 | 04/97 | 07/97 | 10/97 | 45 | 184 | 65 | 75 | V | (3) | 0.80 | (3)* | 0.80 | (3)* | 300 | 300 | 57 | 133 | (F) | |
Rialb | Spain | 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) | |
El Esparragal | Spain | E | Viar | 5 | - /02 | 05/03 | 08/03 | 03/04 | 21 | 383 | 62 | 89 | 0.30 | (3')* | 0.90 | (3')* | 0.90 | (3')* | 300 | 300 | 68 | 157 | (F) | |
La Breña II | Spain | I | Guadiato | 823 | 06/05 | 02/07 | 10/08 | 12/08 | 119 | 685 | 1441 | 1600 | 0.05 0.30 | (3') (3') | 0.75 | (3')* | 0.75 | (3')* | 300 | 300 | 69 | 115 & 46 | (F) | |
El Puente de Santolea | Spain | I | Guadalope | 18 | - /09 | 04/10 | 02/11 | 03/11 | 35 | 203 | 65 | 70 | 0.20 | (3')* | 0.60 | (3')* | 0.60 | (3')* | 300 | 300 | 65 | 153 | (F) | |
Enciso | Spain | I W | Cidacos | 47 | - /08 | 08/14 | 07/17 | 09/18 | 103 | 376 | 695 | 765 | V | (1) | 0.80 | (1)* | 0.80 | (1)* | 300 | 300 | 60 | 140 | (F) |
← Scroll the table horizontally to view its entire width →
Search again
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: -
Type: Gravity
Purpose(s): Water Supply
River: Cala
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 07/84
Start of RCC: 07/84
End of RCC: 10/85
End of Project: 12/85
Specifications
Height: 25 metres
Length: 124 metres
Volume of RCC: 14 m3x103
Total volume: 20 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
0.75 | Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
0.75 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
450 | 450 |
Cementitious material
Cement (kg/m3) |
---|
72 |
61 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
116 | Low-lime flyash (ASTM Class F) |
120 |
![Castilblanco de los Arroyos completed Castilblanco de los Arroyos completed](/site/assets/files/37604/rccdam0021cd.0x300.jpg)
Details
Country: Spain
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Morales
Reservoir capacity: 2 m3x106
Construction Dates
Start of Project: 06/86
Start of RCC: 06/86
End of RCC: 10/87
End of Project: 12/87
Specifications
Height: 28 metres
Length: 200 metres
Volume of RCC: 22 m3x103
Total volume: 26 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
RCC against formwork |
Downstream
Slope | Type |
---|---|
0.75 | RCC against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.75 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 - | 300 - |
400 | 400 |
Cementitious material
Cement (kg/m3) |
---|
80 |
74 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
140 | Low-lime flyash (ASTM Class F) |
128 |
![Los Morales completed Los Morales completed](/site/assets/files/37617/rccdam0035cd.0x300.jpg)
Details
Country: Spain
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Xallas
Reservoir capacity: 17 m3x106
Construction Dates
Start of Project: 01/87
Start of RCC: 01/87
End of RCC: 06/88
End of Project: 10/88
Specifications
Height: 84 metres
Length: 290 metres
Volume of RCC: 225 m3x103
Total volume: 254 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.05 | RCC against formwork |
Downstream
Slope | Type |
---|---|
0.75 | RCC against formwork [stepped face] |
0.35 | RCC against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.75 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
250 | 250 |
Cementitious material
Cement (kg/m3) |
---|
88 |
72 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
152 | Low-lime flyash (ASTM Class F) |
145 |
![Santa Eugenia completed Santa Eugenia completed](/site/assets/files/37623/rccdam0041cd.0x300.jpg)
Details
Country: Spain
Owner: -
Type: Gravity
Purpose(s): Flood Control / Water Supply
River: Lácara
Reservoir capacity: 15 m3x106
Construction Dates
Start of Project: 05/88
Start of RCC: 05/88
End of RCC: 11/88
End of Project: 01/89
Specifications
Height: 32 metres
Length: 240 metres
Volume of RCC: 25 m3x103
Total volume: 54 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against formwork |
Downstream
Slope | Type |
---|---|
0.50 | RCC against formwork [stepped face] |
0.80 | RCC against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.50 | Traditional concrete against formwork [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
250 | 250 |
Cementitious material
Cement (kg/m3) |
---|
84 |
70 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
156 | Low-lime flyash (ASTM Class F) |
145 |
![Los Canchales completed Los Canchales completed](/site/assets/files/37630/rccdam0048cd.0x300.jpg)
Details
Country: Spain
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Izoria and Idas
Reservoir capacity: 2 m3x106
Construction Dates
Start of Project: 01/89
Start of RCC: 01/89
End of RCC: 08/90
End of Project: 11/91
Specifications
Height: 53 metres
Length: 182 metres
Volume of RCC: 80 m3x103
Total volume: 91 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.05 | RCC against formwork |
Downstream
Slope | Type |
---|---|
Vertical | RCC against formwork [stepped face] |
0.75 | RCC against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.75 | Traditional concrete against formwork [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
80 |
65 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
160 | Low-lime flyash (ASTM Class F) |
170 |
![Maroño completed Maroño completed](/site/assets/files/37650/rccdam0069cd.0x300.jpg)
Details
Country: Spain
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Hervás
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 01/89
Start of RCC: 01/89
End of RCC: 09/90
End of Project: 10/90
Specifications
Height: 33 metres
Length: 210 metres
Volume of RCC: 24 m3x103
Total volume: 43 m3x103
Construction Methods
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) |
![Hervás completed Hervás completed](/site/assets/files/37654/rccdam0073cd.0x300.jpg)
Details
Country: Spain
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Ribera de los Montes
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: 12/90
Start of RCC: 12/90
End of RCC: 09/91
End of Project: 12/91
Specifications
Height: 24 metres
Length: 167 metres
Volume of RCC: 25 m3x103
Total volume: 33 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Slip-formed/extruded facing elements |
Downstream
Slope | Type |
---|---|
0.13 | Slip-formed/extruded facing elements [stepped face] |
0.60 |
Spillway
Slope | Type |
---|---|
0.60 | Reinforced concrete cast against precast units or slip-formed facing elements [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
80 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
135 | Low-lime flyash (ASTM Class F) |
![Burguillos del Cerro completed Burguillos del Cerro completed](/site/assets/files/37664/rccdam0083cd.0x300.jpg)
Details
Country: Spain
Owner: -
Type: Gravity
Purpose(s): Irrigation
River: Corbones
Reservoir capacity: 74 m3x106
Construction Dates
Start of Project: 03/88
Start of RCC: 03/88
End of RCC: 10/91
End of Project: 12/91
Specifications
Height: 71 metres
Length: 220 metres
Volume of RCC: 205 m3x103
Total volume: 220 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against formwork |
0.20 | RCC against formwork |
Downstream
Slope | Type |
---|---|
0.80 | RCC against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.80 | RCC against formwork [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
80 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
130 | Low-lime flyash (ASTM Class F) |
![La Puebla de Cazalla completed La Puebla de Cazalla completed](/site/assets/files/37666/rccdam0085cd.0x300.jpg)
Details
Country: Spain
Owner: -
Type: Gravity
Purpose(s): Flood Control
River: Belén
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 03/91
Start of RCC: 03/91
End of RCC: 10/91
End of Project: 10/91
Specifications
Height: 31 metres
Length: 160 metres
Volume of RCC: 24 m3x103
Total volume: 29 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.05 | RCC 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) |
---|
73 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
109 | Low-lime flyash (ASTM Class F) |
![Belén-Cagüela completed Belén-Cagüela completed](/site/assets/files/37667/rccdam0086cd.0x300.jpg)
Details
Country: Spain
Owner: -
Type: Gravity
Purpose(s): Flood Control
River: Belén
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 07/91
Start of RCC: 07/91
End of RCC: 11/91
End of Project: 11/91
Specifications
Height: 34 metres
Length: 158 metres
Volume of RCC: 36 m3x103
Total volume: 41 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.05 | RCC 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) |
---|
73 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
109 | Low-lime flyash (ASTM Class F) |
![Belén-Gato completed Belén-Gato completed](/site/assets/files/37669/rccdam0088cd.0x300.jpg)
Details
Country: Spain
Owner: -
Type: Gravity
Purpose(s): Flood Control
River: Belén
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 09/91
Start of RCC: 09/91
End of RCC: 12/91
End of Project: 12/91
Specifications
Height: 16 metres
Length: 98 metres
Volume of RCC: 6 m3x103
Total volume: 7 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.05 | RCC 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) |
---|
73 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
109 | Low-lime flyash (ASTM Class F) |
![Caballar I completed Caballar I completed](/site/assets/files/37671/rccdam0092cd.0x300.jpg)
Details
Country: Spain
Owner: -
Type: Gravity
Purpose(s): Flood Control
River: Belén
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/91
Start of RCC: -/91
End of RCC: 12/91
End of Project: -/92
Specifications
Height: 15 metres
Length: 75 metres
Volume of RCC: 4 m3x103
Total volume: 5 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against formwork |
Downstream
Slope | Type |
---|---|
0.75 | RCC against formwork |
Spillway
Slope | Type |
---|---|
0.75 | RCC against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
73 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
109 | Low-lime flyash (ASTM Class F) |
![Amatisteros III completed Amatisteros III completed](/site/assets/files/38495/rccdam1066cd.0x300.jpg)
Details
Country: Spain
Owner: -
Type: Gravity
Purpose(s): Flood Control
River: Belén
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 09/91
Start of RCC: 09/91
End of RCC: 01/92
End of Project: 01/92
Specifications
Height: 28 metres
Length: 87 metres
Volume of RCC: 10 m3x103
Total volume: 12 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.05 | RCC 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) |
---|
73 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
109 | Low-lime flyash (ASTM Class F) |
![Belén-Flores completed Belén-Flores completed](/site/assets/files/37674/rccdam0093cd.0x300.jpg)
Details
Country: Spain
Owner: -
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) |
![Urdalur completed Urdalur completed](/site/assets/files/37680/rccdam0099cd.0x300.jpg)
Details
Country: Spain
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Arriarán
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: 10/91
Start of RCC: 10/91
End of RCC: 09/92
End of Project: 02/94
Specifications
Height: 58 metres
Length: 206 metres
Volume of RCC: 110 m3x103
Total volume: 113 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.05 | RCC against formwork |
Downstream
Slope | Type |
---|---|
0.70 | RCC against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.70 | RCC against formwork [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
85 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
135 | Low-lime flyash (ASTM Class F) |
![Arriarán completed Arriarán completed](/site/assets/files/37683/rccdam0102cd.0x300.jpg)
Details
Country: Spain
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Cenza
Reservoir capacity: 43 m3x106
Construction Dates
Start of Project: 01/92
Start of RCC: 01/92
End of RCC: 08/93
End of Project: 12/93
Specifications
Height: 49 metres
Length: 609 metres
Volume of RCC: 200 m3x103
Total volume: 225 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against formwork |
Downstream
Slope | Type |
---|---|
0.122 | RCC against formwork [stepped face] |
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) |
---|
70 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
130 | Low-lime flyash (ASTM Class F) |
![Cenza completed Cenza completed](/site/assets/files/37701/rccdam0121cd.0x300.jpg)
Details
Country: Spain
Owner: -
Type: Gravity
Purpose(s): Irrigation
River: Pizarroso
Reservoir capacity: 232 m3x106
Construction Dates
Start of Project: 12/90
Start of RCC: 12/90
End of RCC: 11/93
End of Project: 12/93
Specifications
Height: 54 metres
Length: 835 metres
Volume of RCC: 277 m3x103
Total volume: 340 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.05 | Slip-formed/extruded facing elements |
Downstream
Slope | Type |
---|---|
0.75 | Slip-formed/extruded facing elements [stepped face] |
Spillway
Slope | Type |
---|---|
0.75 | Slip-formed/extruded facing elements [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
80 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
140 | Low-lime flyash (ASTM Class F) |
![Sierra Brava completed Sierra Brava completed](/site/assets/files/37705/rccdam0125cd.0x300.jpg)
Details
Country: Spain
Owner: -
Type: Gravity
Purpose(s): Flood Control
River: Rambla del Boqueron
Reservoir capacity: 13 m3x106
Construction Dates
Start of Project: 10/94
Start of RCC: 10/94
End of RCC: 08/96
End of Project: 12/97
Specifications
Height: 58 metres
Length: 290 metres
Volume of RCC: 137 m3x103
Total volume: 145 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.05 | RCC against formwork (GEVR/GE-RCC) |
Downstream
Slope | Type |
---|---|
0.73 | RCC against formwork (GEVR/GE-RCC) |
Spillway
Slope | Type |
---|---|
0.73 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
55 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
130 | Low-lime flyash (ASTM Class F) |
![Boqueron completed Boqueron completed](/site/assets/files/37754/rccdam0174cd.0x300.jpg)
Details
Country: Spain
Owner: -
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) |
![Queiles y Val completed Queiles y Val completed](/site/assets/files/37761/rccdam0182cd.0x300.jpg)
Details
Country: Spain
Owner: -
Type: Gravity
Purpose(s): Irrigation
River: Salado
Reservoir capacity: 35 m3x106
Construction Dates
Start of Project: 07/96
Start of RCC: 07/96
End of RCC: 07/97
End of Project: 10/97
Specifications
Height: 45 metres
Length: 184 metres
Volume of RCC: 65 m3x103
Total volume: 75 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against formwork |
Downstream
Slope | Type |
---|---|
0.80 | RCC against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.80 | RCC against formwork [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
57 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
133 | Low-lime flyash (ASTM Class F) |
![Atance completed Atance completed](/site/assets/files/37762/rccdam0183cd.0x300.jpg)
Details
Country: Spain
Owner: -
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 |
![Rialb completed Rialb completed](/site/assets/files/37783/rccdam0204cd.0x300.jpg)
Details
Country: Spain
Owner: -
Type: Gravity
Purpose(s): Environmental
River: Viar
Reservoir capacity: 5 m3x106
Construction Dates
Start of Project: -/02
Start of RCC: -/02
End of RCC: 08/03
End of Project: 03/04
Specifications
Height: 21 metres
Length: 383 metres
Volume of RCC: 62 m3x103
Total volume: 89 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.30 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Downstream
Slope | Type |
---|---|
0.90 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
Slope | Type |
---|---|
0.90 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
68 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
157 | Low-lime flyash (ASTM Class F) |
![El Esparragal completed El Esparragal completed](/site/assets/files/37879/rccdam0297cd.0x300.jpg)
Details
Country: Spain
Owner: -
Type: Gravity
Purpose(s): Irrigation
River: Guadiato
Reservoir capacity: 823 m3x106
Construction Dates
Start of Project: 06/05
Start of RCC: 06/05
End of RCC: 10/08
End of Project: 12/08
Specifications
Height: 119 metres
Length: 685 metres
Volume of RCC: 1441 m3x103
Total volume: 1600 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.05 | RCC against formwork (GEVR/GE-RCC) |
0.30 | RCC against formwork (GEVR/GE-RCC) |
Downstream
Slope | Type |
---|---|
0.75 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
Slope | Type |
---|---|
0.75 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
69 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
115 & | Low-lime flyash (ASTM Class F) |
46 |
![La Breña II completed La Breña II completed](/site/assets/files/38002/rccdam0417cd.0x300.jpg)
Details
Country: Spain
Owner: -
Type: Gravity
Purpose(s): Irrigation
River: Guadalope
Reservoir capacity: 18 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: 02/11
End of Project: 03/11
Specifications
Height: 35 metres
Length: 203 metres
Volume of RCC: 65 m3x103
Total volume: 70 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.20 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Downstream
Slope | Type |
---|---|
0.60 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
Slope | Type |
---|---|
0.60 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
65 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
153 | Low-lime flyash (ASTM Class F) |
![El Puente de Santolea completed El Puente de Santolea completed](/site/assets/files/38080/rccdam0493cd.0x300.jpg)
Details
Country: Spain
Owner: -
Type: Gravity
Purpose(s): Irrigation / Water Supply
River: Cidacos
Reservoir capacity: 47 m3x106
Construction Dates
Start of Project: -/08
Start of RCC: -/08
End of RCC: 07/17
End of Project: 09/18
Specifications
Height: 103 metres
Length: 376 metres
Volume of RCC: 695 m3x103
Total volume: 765 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
60 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
140 | Low-lime flyash (ASTM Class F) |
![Enciso completed Enciso completed](/site/assets/files/38241/rccdam0642cd.0x300.jpg)
Search again
Please note: only dams with known co-ordinates will appear on this map.
Your search returned no dams with known co-ordinates