Dam Search Results
- Total Volume: 448 m3x103
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) | |||||||
| Fenhe Nº2 | China | F H W | Fenhe | 130 | 11/96 | 08/98 | 03/99 | 06/00 | 87 | 350 | 362 | 448 | V 0.20 | (1) (1) | 0.75 | (5) | 0.75 | (1) | 300 | 3000 | 127 60 | 84 93 | (F) | |
| Kabagawa | Japan | F W | Kaba | 11 | 10/14 | 11/16 | 05/21 | 09/22 | 89 | 266 | 242 | 448 | V 0.40 | (1) (1) | 0.77 | (1) | 0.77 | (1) | 250 | 1000 | 91 | 39 | (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: China
Owner: -
Type: Gravity
Purpose(s): Flood Control / Hydropower / Water Supply
River: Fenhe
Reservoir capacity: 130 m3x106
Construction Dates
Start of Project: 11/96
Start of RCC: 11/96
End of RCC: 03/99
End of Project: 06/00
Specifications
Height: 87 metres
Length: 350 metres
Volume of RCC: 362 m3x103
Total volume: 448 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.20 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.75 | Traditional concrete against precast concrete panels |
Spillway
| Slope | Type |
|---|---|
| 0.75 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 3000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 127 |
| 60 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 84 | Low-lime flyash (ASTM Class F) |
| 93 |
Details
Country: Japan
Owner: -
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: 05/21
End of Project: 09/22
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) |
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