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) | |||||||
| Les Olivettes | France | F | La Peyne | 4 | 08/86 | 12/86 | 10/87 | 03/88 | 36 | 255 | 80 | 85 | V | (1) | 0.75 | (16) | 0.75 | (1)* | 300 | 300 | 130 | (R) | ||
| Fukuchiyama | Japan | F N W | Fukuti | 3 | 10/98 | - /99 | 12/01 | 03/03 | 65 | 255 | 115 | 201 | V | (1) | 0.78 | (1) | 0.78 | (1) | 250 | 750 | 84 | 36 | (F) | |
| Xiaorongjiang | China | H | Xiaorong | 163 | - /10 | - /13 | - /16 | - /17 | 90 | 255 | ||||||||||||||
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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: France
Owner: -
Type: Gravity
Purpose(s): Flood Control
River: La Peyne
Reservoir capacity: 4 m3x106
Construction Dates
Start of Project: 08/86
Start of RCC: 08/86
End of RCC: 10/87
End of Project: 03/88
Specifications
Height: 36 metres
Length: 255 metres
Volume of RCC: 80 m3x103
Total volume: 85 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.75 | Mechanically compacted unformed face of RCC |
Spillway
| Slope | Type |
|---|---|
| 0.75 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 130 | ROLAC (mixture of flyash and slag with or without limestone fines) |
Details
Country: Japan
Owner: -
Type: Gravity
Purpose(s): Flood Control / Navigation / Water Supply
River: Fukuti
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: 10/98
Start of RCC: 10/98
End of RCC: 12/01
End of Project: 03/03
Specifications
Height: 65 metres
Length: 255 metres
Volume of RCC: 115 m3x103
Total volume: 201 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) |
|---|---|
| 250 | 750 |
Cementitious material
| Cement (kg/m3) |
|---|
| 84 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 36 | Low-lime flyash (ASTM Class F) |
Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Xiaorong
Reservoir capacity: 163 m3x106
Construction Dates
Start of Project: -/10
Start of RCC: -/10
End of RCC: -/16
End of Project: -/17
Specifications
Height: 90 metres
Length: 255 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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