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.
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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) | |||||||
| Ponto Novo | Brazil | CERB (Companhia de Engenharia Rural da Bahia) | I W | Itapicuru-açu | 39 | 05/98 | 07/98 | 12/99 | 02/00 | 26 | 266 | 90 | 105 | (1) | (3)* | (1) | 300 | 300 | 72 | 18 | (N) | |||
| Ardil | Turkey | DSI - State Hydraulic Works | I | Ardil | 11 | 03/13 | 05/14 | 12/16 | 02/17 | 54 | 266 | 108 | 158 | V | (1) | 0.80 | (1)* | 0.80 | (12) | 300 | 600 | 75 | 75 | |
| Kabagawa | Japan | Kagawa Prefecture | F W | Kaba | 11 | 10/14 | 11/16 | 05/22 | 09/24 | 89 | 266 | 242 | 448 | V 0.40 | (1) (1) | 0.77 | (1) | 0.77 | (1) | 250 | 1000 | 91 | 39 | (F) |
| Upper Yeywa (Kyaukme) | Myanmar | Department of Hydroelectric Power - Ministry of Electric Power | H | Myitnge | 341 | - /15 | - /24 | - /28 | - /29 | 102 | 266 | 532 | 580 | V | (3') | 0.80 | (3')* | 0.80 | (12) | 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: Brazil
Owner: CERB (Companhia de Engenharia Rural da Bahia)
Type: Gravity
Purpose(s): Irrigation / Water Supply
River: Itapicuru-açu
Reservoir capacity: 39 m3x106
Construction Dates
Start of Project: 05/98
Start of RCC: 05/98
End of RCC: 12/99
End of Project: 02/00
Specifications
Height: 26 metres
Length: 266 metres
Volume of RCC: 90 m3x103
Total volume: 105 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| RCC against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 72 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 18 | Natural pozzolan (ASTM Class N) |
Details
Country: Turkey
Owner: DSI - State Hydraulic Works
Type: Gravity
Purpose(s): Irrigation
River: Ardil
Reservoir capacity: 11 m3x106
Construction Dates
Start of Project: 03/13
Start of RCC: 03/13
End of RCC: 12/16
End of Project: 02/17
Specifications
Height: 54 metres
Length: 266 metres
Volume of RCC: 108 m3x103
Total volume: 158 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 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 600 |
Cementitious material
| Cement (kg/m3) |
|---|
| 75 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 75 | |
Details
Country: Japan
Owner: Kagawa Prefecture
Type: Gravity
Purpose(s): Flood Control / Water Supply
River: Kaba
Reservoir capacity: 11 m3x106
Construction Dates
Start of Project: 10/14
Start of RCC: 10/14
End of RCC: 05/22
End of Project: 09/24
Specifications
Height: 89 metres
Length: 266 metres
Volume of RCC: 242 m3x103
Total volume: 448 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.40 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.77 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.77 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 1000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 91 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 39 | Low-lime flyash (ASTM Class F) |
Details
Country: Myanmar
Owner: Department of Hydroelectric Power - Ministry of Electric Power
Type: Gravity
Purpose(s): Hydropower
River: Myitnge
Reservoir capacity: 341 m3x106
Construction Dates
Start of Project: -/15
Start of RCC: -/15
End of RCC: -/28
End of Project: -/29
Specifications
Height: 102 metres
Length: 266 metres
Volume of RCC: 532 m3x103
Total volume: 580 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against formwork (GEVR/GE-RCC) [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) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
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