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) | |||||||
| Miyatoko | Japan | F W | Miyatoko | 5 | 06/89 | 06/90 | 12/93 | 01/97 | 48 | 256 | 172 | 280 | 0.60 | (1) | 0.80 | (1) | 0.80 | (1) | 180 | 500 | 96 | 24 | (F) | |
| Picachos | Mexico | I W | Presidio | 322 | 02/07 | 09/07 | - /08 | - /09 | 85 | 256 | 85 | V 0.15 | (12) (12) | 0.85 | (12) | 0.85 | (12) | 300 | 3000 | 50 | 45 | (S) | ||
| Feke II | Turkey | H | Göksu | 63 | 12/07 | 12/08 | 02/10 | 08/10 | 70 | 256 | 194 | 227 | 0.07 | (6) | 0.80 | (3')* | separate | 300 | 300 | 60 60 | 60 50 | (F) | ||
| Lechangxia | China | H I N | Bei | 374 | - /08 | - /09 | - /10 | - /11 | 85 | 256 | ||||||||||||||
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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: Japan
Owner: -
Type: Gravity
Purpose(s): Flood Control / Water Supply
River: Miyatoko
Reservoir capacity: 5 m3x106
Construction Dates
Start of Project: 06/89
Start of RCC: 06/89
End of RCC: 12/93
End of Project: 01/97
Specifications
Height: 48 metres
Length: 256 metres
Volume of RCC: 172 m3x103
Total volume: 280 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.60 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 180 | 500 |
Cementitious material
| Cement (kg/m3) |
|---|
| 96 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 24 | Low-lime flyash (ASTM Class F) |
Details
Country: Mexico
Owner: -
Type: Gravity
Purpose(s): Irrigation / Water Supply
River: Presidio
Reservoir capacity: 322 m3x106
Construction Dates
Start of Project: 02/07
Start of RCC: 02/07
End of RCC: -/08
End of Project: -/09
Specifications
Height: 85 metres
Length: 256 metres
Volume of RCC: 85 m3x103
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Reinforced conventional concrete cast after RCC placement |
| 0.15 | Reinforced conventional concrete cast after RCC placement |
Downstream
| Slope | Type |
|---|---|
| 0.85 | Reinforced conventional concrete cast after RCC placement |
Spillway
| Slope | Type |
|---|---|
| 0.85 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 3000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 50 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 45 | Ground-granulated blast-furnace slag |
Details
Country: Turkey
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Göksu
Reservoir capacity: 63 m3x106
Construction Dates
Start of Project: 12/07
Start of RCC: 12/07
End of RCC: 02/10
End of Project: 08/10
Specifications
Height: 70 metres
Length: 256 metres
Volume of RCC: 194 m3x103
Total volume: 227 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.07 | Traditional concrete against precast concrete panels with geomembrane |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| separate |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 60 |
| 60 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 60 | Low-lime flyash (ASTM Class F) |
| 50 |
Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower / Irrigation / Navigation
River: Bei
Reservoir capacity: 374 m3x106
Construction Dates
Start of Project: -/08
Start of RCC: -/08
End of RCC: -/10
End of Project: -/11
Specifications
Height: 85 metres
Length: 256 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
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