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) | |||||||
| Kodama | Japan | Fukushima Prefecture | F W | Kodama | 14 | 10/89 | 05/91 | 12/93 | 03/97 | 102 | 280 | 358 | 570 | V 0.20 | (1) (1) | 0.76 | (1) | 0.76 | (1) | 250 | 750 | 91 | 36 | (S) |
| Kutani | Japan | Isikawa Prefecture | F W | Daishoji | 25 | 12/96 | 04/00 | 07/02 | 03/06 | 76 | 280 | 188 | 360 | V 0.80 | (1) (1) | 0.80 | (1) | 0.80 | (1) | 250 | 750 | 84 | 36 | (F) |
| Randleman Lake | USA | Piedmont Triad Regional Water Authority | R W | Deep | 84 | 07/01 | 04/02 | 07/02 | 01/03 | 31 | 280 | 70 | 76 | V | (1) | 0.75 | (1)* | 0.75 | (1)* | 300 | 300 | 89 | 104 | (F) |
| Çindere [H-F] | Turkey | DSI - State Hydraulic Works | H I W | Buyuk Menderes | 82 | 04/94 | 07/02 | 05/05 | 11/07 | 107 | 280 | 1500 | 1685 | 0.70 | (6) | 0.70 | (1)* | 0.89 | (12) | 300 | 300 | 50 | 20 | (F) |
| Nongling | China | Dehong Longjiang Hydropower Development Co. Ltd. | H | Long | 233 | - /06 | - /07 | - /08 | - /09 | 91 | 280 | 486 | ||||||||||||
| Kirazlı Köprü | Turkey | DSI - State Hydraulic Works | H I | Gökırmak | 66 | - /99 | - /13 | - /16 | - /17 | 73 | 280 | 330 | 0.10 | (1) | 0.90 | (1) | 300 | 75 | 50 | (F) | ||||
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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: Fukushima Prefecture
Type: Gravity
Purpose(s): Flood Control / Water Supply
River: Kodama
Reservoir capacity: 14 m3x106
Construction Dates
Start of Project: 10/89
Start of RCC: 10/89
End of RCC: 12/93
End of Project: 03/97
Specifications
Height: 102 metres
Length: 280 metres
Volume of RCC: 358 m3x103
Total volume: 570 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.20 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.76 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.76 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 750 |
Cementitious material
| Cement (kg/m3) |
|---|
| 91 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 36 | Ground-granulated blast-furnace slag |
Details
Country: Japan
Owner: Isikawa Prefecture
Type: Gravity
Purpose(s): Flood Control / Water Supply
River: Daishoji
Reservoir capacity: 25 m3x106
Construction Dates
Start of Project: 12/96
Start of RCC: 12/96
End of RCC: 07/02
End of Project: 03/06
Specifications
Height: 76 metres
Length: 280 metres
Volume of RCC: 188 m3x103
Total volume: 360 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.80 | 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) |
|---|---|
| 250 | 750 |
Cementitious material
| Cement (kg/m3) |
|---|
| 84 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 36 | Low-lime flyash (ASTM Class F) |
Details
Country: USA
Owner: Piedmont Triad Regional Water Authority
Type: Gravity
Purpose(s): Recreation / Water Supply
River: Deep
Reservoir capacity: 84 m3x106
Construction Dates
Start of Project: 07/01
Start of RCC: 07/01
End of RCC: 07/02
End of Project: 01/03
Specifications
Height: 31 metres
Length: 280 metres
Volume of RCC: 70 m3x103
Total volume: 76 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
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) |
|---|
| 89 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 104 | Low-lime flyash (ASTM Class F) |
Details
Country: Turkey
Owner: DSI - State Hydraulic Works
Type: Hardfill
Purpose(s): Hydropower / Irrigation / Water Supply
River: Buyuk Menderes
Reservoir capacity: 82 m3x106
Construction Dates
Start of Project: 04/94
Start of RCC: 04/94
End of RCC: 05/05
End of Project: 11/07
Specifications
Height: 107 metres
Length: 280 metres
Volume of RCC: 1500 m3x103
Total volume: 1685 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against precast concrete panels with geomembrane |
Downstream
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.89 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 50 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 20 | Low-lime flyash (ASTM Class F) |
Details
Country: China
Owner: Dehong Longjiang Hydropower Development Co. Ltd.
Type: Gravity
Purpose(s): Hydropower
River: Long
Reservoir capacity: 233 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/08
End of Project: -/09
Specifications
Height: 91 metres
Length: 280 metres
Volume of RCC: -
Total volume: 486 m3x103
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 |
|---|---|
Details
Country: Turkey
Owner: DSI - State Hydraulic Works
Type: Gravity
Purpose(s): Hydropower / Irrigation
River: Gökırmak
Reservoir capacity: 66 m3x106
Construction Dates
Start of Project: -/99
Start of RCC: -/99
End of RCC: -/16
End of Project: -/17
Specifications
Height: 73 metres
Length: 280 metres
Volume of RCC: 330 m3x103
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.10 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.90 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 75 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 50 | Low-lime flyash (ASTM Class F) |
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