Dam Search Results
- Reservoir Capacity: 19 m3x106
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) | |||||||
| Rongdi | China | F H I | Dulanghe | 19 | 04/88 | 11/88 | 07/89 | 06/91 | 53 | 136 | 61 | 108 | V | (7) | 0.75 | (10) | 0.65 | (1) | 300 | 300 | 90 69 | 140 111 | (F) | |
| Ohnagami | Japan | F I W | Sutu | 19 | 03/93 | 04/98 | 04/00 | 03/03 | 72 | 334 | 284 | 362 | V 0.25 | (1) (1) | 0.79 | (1) | 0.79 | (1) | 250 | 750 | 84 | 36 | (F) | |
| Ueno | Japan | H | Jinryu | 19 | 03/97 | - /98 | - /01 | 06/05 | 120 | 350 | 269 | 720 | V 0.30 | (1) (1) | 0.84 | (1) | 0.84 | (1) | 200 | 1000 | 77 70 | 33 30 | (F) | |
| Kido | Japan | F I N W | Kido | 19 | 10/00 | 06/03 | 08/05 | 03/08 | 94 | 350 | 291 | 501 | V 0.10 | (1) (1) | 0.78 | (1) | 0.78 | (1) | 250 | 750 1000 | 84 | 36 | (F) | |
| Mosquitão | Brazil | H | 19 | - /04 | - /05 | - /06 | - /07 | 32 | 236 | 57 | 76 | |||||||||||||
| Santa Laura | Brazil | H | Chapecozinho | 19 | - /06 | - /06 | - /08 | - /08 | 27 | 24 | 42 | |||||||||||||
| Yanagawa | Japan | F H W | Yana | 19 | - /15 | - /18 | - /21 | - /23 | 77 | 243 | 233 | |||||||||||||
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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: China
Owner: -
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation
River: Dulanghe
Reservoir capacity: 19 m3x106
Construction Dates
Start of Project: 04/88
Start of RCC: 04/88
End of RCC: 07/89
End of Project: 06/91
Specifications
Height: 53 metres
Length: 136 metres
Volume of RCC: 61 m3x103
Total volume: 108 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| 0.75 | RCC against precast concrete blocks |
Spillway
| Slope | Type |
|---|---|
| 0.65 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 90 |
| 69 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 140 | Low-lime flyash (ASTM Class F) |
| 111 |
Details
Country: Japan
Owner: -
Type: Gravity
Purpose(s): Flood Control / Irrigation / Water Supply
River: Sutu
Reservoir capacity: 19 m3x106
Construction Dates
Start of Project: 03/93
Start of RCC: 03/93
End of RCC: 04/00
End of Project: 03/03
Specifications
Height: 72 metres
Length: 334 metres
Volume of RCC: 284 m3x103
Total volume: 362 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.25 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.79 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.79 | 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: Japan
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Jinryu
Reservoir capacity: 19 m3x106
Construction Dates
Start of Project: 03/97
Start of RCC: 03/97
End of RCC: -/01
End of Project: 06/05
Specifications
Height: 120 metres
Length: 350 metres
Volume of RCC: 269 m3x103
Total volume: 720 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.30 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.84 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.84 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 200 | 1000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 77 |
| 70 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 33 | Low-lime flyash (ASTM Class F) |
| 30 |
Details
Country: Japan
Owner: -
Type: Gravity
Purpose(s): Flood Control / Irrigation / Navigation / Water Supply
River: Kido
Reservoir capacity: 19 m3x106
Construction Dates
Start of Project: 10/00
Start of RCC: 10/00
End of RCC: 08/05
End of Project: 03/08
Specifications
Height: 94 metres
Length: 350 metres
Volume of RCC: 291 m3x103
Total volume: 501 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.10 | 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) |
|---|---|
| 250 | 750 |
| 1000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 84 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 36 | Low-lime flyash (ASTM Class F) |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: -
Reservoir capacity: 19 m3x106
Construction Dates
Start of Project: -/04
Start of RCC: -/04
End of RCC: -/06
End of Project: -/07
Specifications
Height: 32 metres
Length: 236 metres
Volume of RCC: 57 m3x103
Total volume: 76 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: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Chapecozinho
Reservoir capacity: 19 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/08
End of Project: -/08
Specifications
Height: 27 metres
Length: -
Volume of RCC: 24 m3x103
Total volume: 42 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: Japan
Owner: -
Type: Gravity
Purpose(s): Flood Control / Hydropower / Water Supply
River: Yana
Reservoir capacity: 19 m3x106
Construction Dates
Start of Project: -/15
Start of RCC: -/15
End of RCC: -/21
End of Project: -/23
Specifications
Height: 77 metres
Length: 243 metres
Volume of RCC: -
Total volume: 233 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 |
|---|---|
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