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) | |||||||
| Baishi | China | F H I W | Dalinghe | 1645 | 09/96 | 04/97 | 09/99 | 12/00 | 49 | 513 | 111 | 603 | V 0.10 | (1) (1) | 0.70 | (1) | 0.76 | (1) | 300 | 300 | 72 | 58 | (F) | |
| Ulu Jelai/Susu | Malaysia | H | Bertam, Telom and Lemoi | 18 | 03/11 | 03/14 | 09/15 | 07/16 | 90 | 513 | 731 | 747 | V | (4') | 0.80 | (3')* | 0.80 | (1)* | 400 | 2400 | 100 95 | 0 0 | (-) - | |
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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 / Water Supply
River: Dalinghe
Reservoir capacity: 1645 m3x106
Construction Dates
Start of Project: 09/96
Start of RCC: 09/96
End of RCC: 09/99
End of Project: 12/00
Specifications
Height: 49 metres
Length: 513 metres
Volume of RCC: 111 m3x103
Total volume: 603 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.10 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.76 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 72 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 58 | Low-lime flyash (ASTM Class F) |
Details
Country: Malaysia
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Bertam, Telom and Lemoi
Reservoir capacity: 18 m3x106
Construction Dates
Start of Project: 03/11
Start of RCC: 03/11
End of RCC: 09/15
End of Project: 07/16
Specifications
Height: 90 metres
Length: 513 metres
Volume of RCC: 731 m3x103
Total volume: 747 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork with external geomembrane (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 400 | 2400 |
Cementitious material
| Cement (kg/m3) |
|---|
| 100 |
| 95 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used - |
| 0 |
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