Dam Search Results
- Total Volume: 430 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) | |||||||
| Dinh Binh | Vietnam | Ministry of Agriculture and Rural Development (MARD) | F H I W | Kon | 226 | 05/04 | 08/05 | 12/07 | 12/08 | 55 | 571 | 183 | 430 | V | (11) | 0.75 | (3')* | ogee | (12) | 300 | 900 | 70 126 | 175 141 | (F) |
| Okukubi (Kin) [H-F] | Japan | Okinawa General Bureau, Cabinet Office, Japan | F I W | Okukubi | 79 | 03/09 | 11/10 | 03/11 | 07/11 | 39 | 461 | 339 | 430 | 0.80 | (5) | 0.80 | (5) | 0.80 | (5) | 300 | 750 | 80 | 0 | (-) |
| Filiatrinos [H-F] | Greece | Ministry of Rural Development and Food | I | Filiatrinos | 8 | - /10 | - /11 | - /14 | - /16 | 55 | 246 | 370 | 430 | 0.80 | (2) | 0.80 | (10) | 0.80 | (10) | 350 | 350 | 51 | 24 | (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: Vietnam
Owner: Ministry of Agriculture and Rural Development (MARD)
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply
River: Kon
Reservoir capacity: 226 m3x106
Construction Dates
Start of Project: 05/04
Start of RCC: 05/04
End of RCC: 12/07
End of Project: 12/08
Specifications
Height: 55 metres
Length: 571 metres
Volume of RCC: 183 m3x103
Total volume: 430 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Reinforced conventional concrete cast before RCC placement |
Downstream
| Slope | Type |
|---|---|
| 0.75 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| ogee | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 900 |
Cementitious material
| Cement (kg/m3) |
|---|
| 70 |
| 126 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 175 | Low-lime flyash (ASTM Class F) |
| 141 |
Details
Country: Japan
Owner: Okinawa General Bureau, Cabinet Office, Japan
Type: Hardfill
Purpose(s): Flood Control / Irrigation / Water Supply
River: Okukubi
Reservoir capacity: 79 m3x106
Construction Dates
Start of Project: 03/09
Start of RCC: 03/09
End of RCC: 03/11
End of Project: 07/11
Specifications
Height: 39 metres
Length: 461 metres
Volume of RCC: 339 m3x103
Total volume: 430 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against precast concrete panels |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against precast concrete panels |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 750 |
Cementitious material
| Cement (kg/m3) |
|---|
| 80 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used |
Details
Country: Greece
Owner: Ministry of Rural Development and Food
Type: Hardfill
Purpose(s): Irrigation
River: Filiatrinos
Reservoir capacity: 8 m3x106
Construction Dates
Start of Project: -/10
Start of RCC: -/10
End of RCC: -/14
End of Project: -/16
Specifications
Height: 55 metres
Length: 246 metres
Volume of RCC: 370 m3x103
Total volume: 430 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork with external geomembrane |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against precast concrete blocks |
Spillway
| Slope | Type |
|---|---|
| 0.80 | RCC against precast concrete blocks |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 350 | 350 |
Cementitious material
| Cement (kg/m3) |
|---|
| 51 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 24 | Low-lime flyash (ASTM Class F) |
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