Dam Search Results
- Dimensions
- Height: 55 metres
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) | |||||||
| Shiramizugawa | Japan | Yamagata Prefecture | F I | Shiromizu | 5 | 10/84 | 10/85 | 06/88 | 04/90 | 55 | 367 | 142 | 314 | V | (1) | 0.80 | (1) | 0.80 | (1) | 150 - 200 | 500 | 96 | 24 | (F) |
| Sahla | Morocco | Direction des Aménagements Hydrauliques | I W | Sahla | 62 | 05/92 | 11/92 | 12/93 | 07/94 | 55 | 160 | 130 | 160 | 0.20 | (5) | 0.90 | (1)* | 0.80 | (1)* | 300 | 300 | 85 125 | 15 25 | (N) |
| Bouhouda | Morocco | Direction des Arrenagements Hydrauliques | I W | S'ra | 56 | 05/95 | 04/96 | 05/98 | 09/98 | 55 | 174 | 165 | 186 | 0.20 | (5) | 0.80 | (1)* | 0.80 | (1)* | 300 | 300 | 100 120 | 0 0 | (N) |
| Bab Louta | Morocco | Direction des Aménagements Hydrauliques | W | Bous Sbaa | 37 | 01/97 | 02/98 | 02/99 | 03/99 | 55 | 110 | 63 | 77 | V | (5) | 0.75 | (1)* | 0.75 | (13) | 300 | 300 | 65 80 | 15 20 | (N) |
| Hongpo [A-G] | China | Xishan Xingyu Water Resources Corporation | W | Qinggoushui | 3 | 10/97 | 07/98 | 11/99 | 12/99 | 55 | 244 | 71 | 77 | V | (3') | 0.50 | (1) | 0.50 | (1) | 300 | 3000 | 54 | 99 | (F) |
| João Leite Saneago | Brazil | SANEAGO (Saneamento de Goiás S.A.) | W | João Leite | 129 | 03/01 | 01/03 | - /04 | - /04 | 55 | 380 | 270 | 290 | 300 | 300 | 80 | 20 | (N) | ||||||
| Hickory Log Creek | USA | Marietta (Georgia) Water Authority | W | Hickory Log Creek | 1 | 10/05 | 12/06 | 06/07 | 10/07 | 55 | 290 | 165 | V | (8) | 0.80 | (3')* | 0.80 | (1) | 300 | 300 | 89 80 74 | 89 98 104 | (F) | |
| 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) |
| Sefaköy | Turkey | Püre Energy Üretim Tic. A.S. | H | Aras | 21 | - /08 | - /10 | - /11 | 10/11 | 55 | 148 | 120 | (1) | (1) | ||||||||||
| 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) |
| Kahir [H-F] | Iran | Sistan & Balouchestan Water Authority | I W | Kahir | 314 | 11/10 | - /14 | 07/22 | 08/25 | 55 | 383 | 550 | 730 | 0.80 | (12) | 0.80 | (12) | 0.80 | (12) | |||||
| Panelas II | Brazil | SRHS (Secretaria de Recursos Hídricos e de Saneamento) | W | Una | 17 | - /16 | - /17 | 06/26 | - /27 | 55 | 311 | |||||||||||||
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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: Japan
Owner: Yamagata Prefecture
Type: Gravity
Purpose(s): Flood Control / Irrigation
River: Shiromizu
Reservoir capacity: 5 m3x106
Construction Dates
Start of Project: 10/84
Start of RCC: 10/84
End of RCC: 06/88
End of Project: 04/90
Specifications
Height: 55 metres
Length: 367 metres
Volume of RCC: 142 m3x103
Total volume: 314 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | 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) |
|---|---|
| 150 - | 500 |
| 200 |
Cementitious material
| Cement (kg/m3) |
|---|
| 96 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 24 | Low-lime flyash (ASTM Class F) |
Details
Country: Morocco
Owner: Direction des Aménagements Hydrauliques
Type: Gravity
Purpose(s): Irrigation / Water Supply
River: Sahla
Reservoir capacity: 62 m3x106
Construction Dates
Start of Project: 05/92
Start of RCC: 05/92
End of RCC: 12/93
End of Project: 07/94
Specifications
Height: 55 metres
Length: 160 metres
Volume of RCC: 130 m3x103
Total volume: 160 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.20 | Traditional concrete against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| 0.90 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 85 |
| 125 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 15 | Natural pozzolan (ASTM Class N) |
| 25 |
Details
Country: Morocco
Owner: Direction des Arrenagements Hydrauliques
Type: Gravity
Purpose(s): Irrigation / Water Supply
River: S'ra
Reservoir capacity: 56 m3x106
Construction Dates
Start of Project: 05/95
Start of RCC: 05/95
End of RCC: 05/98
End of Project: 09/98
Specifications
Height: 55 metres
Length: 174 metres
Volume of RCC: 165 m3x103
Total volume: 186 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.20 | Traditional concrete against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 100 |
| 120 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | Natural pozzolan (ASTM Class N) |
| 0 |
Details
Country: Morocco
Owner: Direction des Aménagements Hydrauliques
Type: Gravity
Purpose(s): Water Supply
River: Bous Sbaa
Reservoir capacity: 37 m3x106
Construction Dates
Start of Project: 01/97
Start of RCC: 01/97
End of RCC: 02/99
End of Project: 03/99
Specifications
Height: 55 metres
Length: 110 metres
Volume of RCC: 63 m3x103
Total volume: 77 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| 0.75 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.75 | Reinforced concrete cast against precast units or slip-formed facing elements |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 65 |
| 80 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 15 | Natural pozzolan (ASTM Class N) |
| 20 |
Details
Country: China
Owner: Xishan Xingyu Water Resources Corporation
Type: Arch-Gravity
Purpose(s): Water Supply
River: Qinggoushui
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: 10/97
Start of RCC: 10/97
End of RCC: 11/99
End of Project: 12/99
Specifications
Height: 55 metres
Length: 244 metres
Volume of RCC: 71 m3x103
Total volume: 77 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 0.50 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.50 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 3000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 54 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 99 | Low-lime flyash (ASTM Class F) |
Details
Country: Brazil
Owner: SANEAGO (Saneamento de Goiás S.A.)
Type: Gravity
Purpose(s): Water Supply
River: João Leite
Reservoir capacity: 129 m3x106
Construction Dates
Start of Project: 03/01
Start of RCC: 03/01
End of RCC: -/04
End of Project: -/04
Specifications
Height: 55 metres
Length: 380 metres
Volume of RCC: 270 m3x103
Total volume: 290 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 80 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 20 | Natural pozzolan (ASTM Class N) |
Details
Country: USA
Owner: Marietta (Georgia) Water Authority
Type: Gravity
Purpose(s): Water Supply
River: Hickory Log Creek
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 10/05
Start of RCC: 10/05
End of RCC: 06/07
End of Project: 10/07
Specifications
Height: 55 metres
Length: 290 metres
Volume of RCC: 165 m3x103
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against precast concrete panels with geomembrane |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 89 |
| 80 74 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 89 | Low-lime flyash (ASTM Class F) |
| 98 104 |
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: Turkey
Owner: Püre Energy Üretim Tic. A.S.
Type: Gravity
Purpose(s): Hydropower
River: Aras
Reservoir capacity: 21 m3x106
Construction Dates
Start of Project: -/08
Start of RCC: -/08
End of RCC: -/11
End of Project: 10/11
Specifications
Height: 55 metres
Length: 148 metres
Volume of RCC: 120 m3x103
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
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) |
Details
Country: Iran
Owner: Sistan & Balouchestan Water Authority
Type: Hardfill
Purpose(s): Irrigation / Water Supply
River: Kahir
Reservoir capacity: 314 m3x106
Construction Dates
Start of Project: 11/10
Start of RCC: 11/10
End of RCC: 07/22
End of Project: 08/25
Specifications
Height: 55 metres
Length: 383 metres
Volume of RCC: 550 m3x103
Total volume: 730 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.80 | Reinforced conventional concrete cast after RCC placement |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Reinforced conventional concrete cast after RCC placement |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
Details
Country: Brazil
Owner: SRHS (Secretaria de Recursos Hídricos e de Saneamento)
Type: Gravity
Purpose(s): Water Supply
River: Una
Reservoir capacity: 17 m3x106
Construction Dates
Start of Project: -/16
Start of RCC: -/16
End of RCC: 06/26
End of Project: -/27
Specifications
Height: 55 metres
Length: 311 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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