Dam Search Results
- Total Volume: 2400 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) | |||||||
| Zungeru | Nigeria | F H | Kaduna | 11400 | 09/13 | 01/18 | 08/20 | 10/21 | 101 | 1090 | 1920 | 2400 | V | (3') | 0.75 | (3')* | 0.75 | (12) | 300 | 300 | 59 69 94 | 76 69 76 | (F) | |
| Las Cruces | Mexico | F H I R | San Pedro Mazquital | 2485 | - /17 | - /18 | - /20 | - /21 | 185 | 815 | 2 | 2400 | V 0.10 | (1) (1) | 0.80 | (1) | 0.80 | 300 | 300 | |||||
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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: Nigeria
Owner: -
Type: Gravity
Purpose(s): Flood Control / Hydropower
River: Kaduna
Reservoir capacity: 11400 m3x106
Construction Dates
Start of Project: 09/13
Start of RCC: 09/13
End of RCC: 08/20
End of Project: 10/21
Specifications
Height: 101 metres
Length: 1090 metres
Volume of RCC: 1920 m3x103
Total volume: 2400 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 0.75 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.75 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 59 |
| 69 94 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 76 | Low-lime flyash (ASTM Class F) |
| 69 76 |
Details
Country: Mexico
Owner: -
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation / Recreation
River: San Pedro Mazquital
Reservoir capacity: 2485 m3x106
Construction Dates
Start of Project: -/17
Start of RCC: -/17
End of RCC: -/20
End of Project: -/21
Specifications
Height: 185 metres
Length: 815 metres
Volume of RCC: 2 m3x103
Total volume: 2400 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.10 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.80 |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
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