Dam Search Results
- Volume
- Volume of RCC: 380 m3x103
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) | |||||||
| Shapai [A] | China | Sichuan Minjiang Hydropower Co. Ltd. | H | Caopohe | 18 | 06/97 | 03/00 | 05/02 | 04/03 | 132 | 230 | 380 | 392 | V 0.10 | (3') | 0.21 | (3) | crest 0.21 | (1) | 300 | 300 | 108 89 | 72 89 | (F) |
| Rompepicos en Corral des Palmas | Mexico | Secretaria de Desarrollo Urbano Y Obras Publicas, Gobierno Del Estado de Nuevo Leon | F | Santa Catarina | 100 | - /02 | 03/03 | - /03 | - /04 | 109 | 250 | 380 | 400 | V | (8) | V 0.85 | (5) (17)* | 0.85 | (12) | 300 | 300 | 65 | 35 | (F) |
| Tamalout [H-F] | Morocco | Direction des Aménagements Hydrauliques | F I W | Ansegmir | 50 | 10/10 | - /13 | - /17 | - /18 | 61 | 320 | 380 | 405 | 0.50 | (5) | 0.70 | (1)* | 0.70 | (1)* | 300 | 300 | 80 70 60 | 0 0 | (-) |
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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: China
Owner: Sichuan Minjiang Hydropower Co. Ltd.
Type: Thin Arch
Purpose(s): Hydropower
River: Caopohe
Reservoir capacity: 18 m3x106
Construction Dates
Start of Project: 06/97
Start of RCC: 06/97
End of RCC: 05/02
End of Project: 04/03
Specifications
Height: 132 metres
Length: 230 metres
Volume of RCC: 380 m3x103
Total volume: 392 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
| 0.10 |
Downstream
| Slope | Type |
|---|---|
| 0.21 | RCC against formwork |
Spillway
| Slope | Type |
|---|---|
| crest | Traditional concrete against formwork |
| 0.21 |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 108 |
| 89 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 72 | Low-lime flyash (ASTM Class F) |
| 89 |
Details
Country: Mexico
Owner: Secretaria de Desarrollo Urbano Y Obras Publicas, Gobierno Del Estado de Nuevo Leon
Type: Gravity
Purpose(s): Flood Control
River: Santa Catarina
Reservoir capacity: 100 m3x106
Construction Dates
Start of Project: -/02
Start of RCC: -/02
End of RCC: -/03
End of Project: -/04
Specifications
Height: 109 metres
Length: 250 metres
Volume of RCC: 380 m3x103
Total volume: 400 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against precast concrete panels with geomembrane |
Downstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against precast concrete panels |
| 0.85 | Unformed face of RCC [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.85 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 65 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 35 | Low-lime flyash (ASTM Class F) |
Details
Country: Morocco
Owner: Direction des Aménagements Hydrauliques
Type: Hardfill
Purpose(s): Flood Control / Irrigation / Water Supply
River: Ansegmir
Reservoir capacity: 50 m3x106
Construction Dates
Start of Project: 10/10
Start of RCC: 10/10
End of RCC: -/17
End of Project: -/18
Specifications
Height: 61 metres
Length: 320 metres
Volume of RCC: 380 m3x103
Total volume: 405 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.50 | Traditional concrete against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 80 |
| 70 60 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used |
| 0 |
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