Dam Search Results
- Volume
- Volume of RCC: 100 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) | |||||||
| Tashkumyr | Kyrgyzstan | H I | Naryn | 140 | - /82 | 03/87 | 12/89 | 12/90 | 75 | 320 | 100 | 1300 | V | (1) | 0.78 | (1) | 0.78 | (1) | 400 | 400 | 90 | 30 | (N) | |
| Yangxishui Nº3 | China | H | Yangxishui | 2 | 11/97 | 09/98 | 06/99 | 07/00 | 46 | 202 | 100 | 139 | V | (1) | V 0.75 | (1) (1)* | 0.70 | (12) | 300 | 300 | (F) | |||
| El Malleh Amont | Morocco | F | El Malleh | 35 | 01/07 | 09/07 | 06/09 | 10/09 | 49 | 174 | 100 | 140 | 0.20 | (5) | 0.60 | (5) | 0.60 | (5) | 300 | 300 | 120 | 0 | (-) - | |
| São Roque | Brazil | H | Canoas | - /12 | - /14 | - /18 | - /19 | 68 | 151 | 100 | 583 | V | 0.75 | 0.75 | ||||||||||
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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: Kyrgyzstan
Owner: -
Type: Gravity
Purpose(s): Hydropower / Irrigation
River: Naryn
Reservoir capacity: 140 m3x106
Construction Dates
Start of Project: -/82
Start of RCC: -/82
End of RCC: 12/89
End of Project: 12/90
Specifications
Height: 75 metres
Length: 320 metres
Volume of RCC: 100 m3x103
Total volume: 1300 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.78 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.78 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 400 | 400 |
Cementitious material
| Cement (kg/m3) |
|---|
| 90 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 30 | Natural pozzolan (ASTM Class N) |
Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Yangxishui
Reservoir capacity: 2 m3x106
Construction Dates
Start of Project: 11/97
Start of RCC: 11/97
End of RCC: 06/99
End of Project: 07/00
Specifications
Height: 46 metres
Length: 202 metres
Volume of RCC: 100 m3x103
Total volume: 139 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 [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.70 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| Low-lime flyash (ASTM Class F) | |
Details
Country: Morocco
Owner: -
Type: Gravity
Purpose(s): Flood Control
River: El Malleh
Reservoir capacity: 35 m3x106
Construction Dates
Start of Project: 01/07
Start of RCC: 01/07
End of RCC: 06/09
End of Project: 10/09
Specifications
Height: 49 metres
Length: 174 metres
Volume of RCC: 100 m3x103
Total volume: 140 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.20 | Traditional concrete against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| 0.60 | Traditional concrete against precast concrete panels |
Spillway
| Slope | Type |
|---|---|
| 0.60 | Traditional concrete against precast concrete panels |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 120 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used - |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Canoas
Reservoir capacity: -
Construction Dates
Start of Project: -/12
Start of RCC: -/12
End of RCC: -/18
End of Project: -/19
Specifications
Height: 68 metres
Length: 151 metres
Volume of RCC: 100 m3x103
Total volume: 583 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical |
Downstream
| Slope | Type |
|---|---|
| 0.75 |
Spillway
| Slope | Type |
|---|---|
| 0.75 | [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
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