Dam Search Results
- Volume
- Volume of RCC: 18 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) | |||||||
| Caraibas - CEMIG | Brazil | F I | Caraibas | 10 | 04/90 | 07/90 | 09/90 | 02/91 | 26 | 160 | 18 | 22 | 0.10 | (1) | 0.80 | (3)* | 0.80 | (1)* | 300 | 300 | 70 | 20 | (N) | |
| Showkah | UAE | G I | 1 | - /00 | 08/01 | 10/01 | - /01 | 24 | 105 | 18 | 20 | 0.10 | (11) | 0.80 | (1)* | 0.80 | (12) | 300 | 300 | 90 | 0 | (-) - | ||
| Ait Moulay Ahmed | Morocco | I W | Ain Leuh | 2 | 10/09 | - /10 | 01/11 | 10/11 | 29 | 136 | 18 | 20 | V | (5) | 0.75 | (1)* | 0.75 | (1)* | 300 | 300 | 70 | 30 | (N) | |
| Laananat | Morocco | W | 1 | - /09 | - /10 | - /11 | - /12 | 15 | 18 | 20 | 0.20 | (5) | 0.80 | (1)* | 0.80 | (1)* | ||||||||
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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: Brazil
Owner: -
Type: Gravity
Purpose(s): Flood Control / Irrigation
River: Caraibas
Reservoir capacity: 10 m3x106
Construction Dates
Start of Project: 04/90
Start of RCC: 04/90
End of RCC: 09/90
End of Project: 02/91
Specifications
Height: 26 metres
Length: 160 metres
Volume of RCC: 18 m3x103
Total volume: 22 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.10 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC 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) |
|---|
| 70 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 20 | Natural pozzolan (ASTM Class N) |
Details
Country: UAE
Owner: -
Type: Gravity
Purpose(s): Groundwater Recharge / Irrigation
River: -
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/00
Start of RCC: -/00
End of RCC: 10/01
End of Project: -/01
Specifications
Height: 24 metres
Length: 105 metres
Volume of RCC: 18 m3x103
Total volume: 20 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.10 | Reinforced conventional concrete cast before RCC placement |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 90 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used - |
Details
Country: Morocco
Owner: -
Type: Gravity
Purpose(s): Irrigation / Water Supply
River: Ain Leuh
Reservoir capacity: 2 m3x106
Construction Dates
Start of Project: 10/09
Start of RCC: 10/09
End of RCC: 01/11
End of Project: 10/11
Specifications
Height: 29 metres
Length: 136 metres
Volume of RCC: 18 m3x103
Total volume: 20 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| 0.75 | Traditional concrete 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) |
|---|
| 70 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 30 | Natural pozzolan (ASTM Class N) |
Details
Country: Morocco
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: -
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: -/11
End of Project: -/12
Specifications
Height: 15 metres
Length: -
Volume of RCC: 18 m3x103
Total volume: 20 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.20 | Traditional concrete against precast concrete panels |
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) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
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