Dam Search Results
- Total Volume: 1750 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.
← Scroll the table horizontally to view its entire width →
| 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) | |||||||
| Urayama | Japan | F H W | Urayama | 58 | 03/90 | 12/92 | 12/95 | 03/99 | 156 | 372 | 1294 | 1750 | V 0.65 | (1) (1) | 0.80 | (1) | 0.80 | (1) | 250 | 750 1000 | 91 | 39 | (F) | |
| Ban Ve | Vietnam | H | Ca | 1500 | 08/04 | 02/07 | 10/10 | 12/11 | 136 | 480 | 1520 | 1750 | v 0.30 | (3') | 0.85 | (3')* | 0.80 | (12) | 300 | 300 | 80 | 120 | (N) | |
← Scroll the table horizontally to view its entire width →
Search again
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: -
Type: Gravity
Purpose(s): Flood Control / Hydropower / Water Supply
River: Urayama
Reservoir capacity: 58 m3x106
Construction Dates
Start of Project: 03/90
Start of RCC: 03/90
End of RCC: 12/95
End of Project: 03/99
Specifications
Height: 156 metres
Length: 372 metres
Volume of RCC: 1294 m3x103
Total volume: 1750 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.65 | 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 |
| 1000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 91 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 39 | Low-lime flyash (ASTM Class F) |
Details
Country: Vietnam
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Ca
Reservoir capacity: 1500 m3x106
Construction Dates
Start of Project: 08/04
Start of RCC: 08/04
End of RCC: 10/10
End of Project: 12/11
Specifications
Height: 136 metres
Length: 480 metres
Volume of RCC: 1520 m3x103
Total volume: 1750 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| v | RCC against formwork (GEVR/GE-RCC) |
| 0.30 |
Downstream
| Slope | Type |
|---|---|
| 0.85 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 80 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 120 | Natural pozzolan (ASTM Class N) |
Search again
Please note: only dams with known co-ordinates will appear on this map.
Your search returned no dams with known co-ordinates