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) | |||||||
| Imi el Kheng | Morocco | Direction des Aménagements Hydrauliques | G I | Berhil | 12 | 04/92 | 09/92 | 07/93 | 04/94 | 39 | 170 | 97 | 109 | 0.20 | (5) | 0.80 | (1)* | 0.80 | (1)* | 300 | 300 | 100 110 | 20 20 | (N) |
| Ano Mera [H-F] | Greece | Ministry of Agriculture | I W | Ano Mera | 1 | 04/93 | 03/95 | - /95 | - /97 | 32 | 170 | 49 | 64 | 0.50 | (13) | 0.50 | (10) | 0.50 | (1) | 200 - 300 | 200 - 300 | 55 | 15 | (N) |
| Tie Hack | USA | City of Buffalo | W | South Fork Clear Creek | 3 | 05/96 | 10/96 | 08/97 | - /97 | 41 | 170 | 62 | 69 | V | (1) | 0.80 | (1)* | 0.80 | (1)* | 300 | 300 | 89 | 83 | (F) |
| Steno [H-F] | Greece | Ministry of Agriculture | I W | Steno | 1 | 02/00 | 07/01 | 10/02 | 06/03 | 32 | 170 | 69 | 70 | 0.70 | (13) | 0.70 | (10) | 0.70 | (1) | 200 - 300 | 200 - 300 | 55 | 5 | (N) |
| Pine Brook | USA | Pine Brook Water District | W | 1 | 01/05 | 10/05 | 04/06 | - /06 | 26 | 170 | 27 | 30 | V | (7) | (17) | separate | 300 | 300 | 95 | 59 | (F) | |||
| Figueirópolis | Brazil | Companhia Hidroelétrica Figueirópolis | H | Jauru | 35 | - /08 | - /09 | - /10 | 12/10 | 16 | 170 | V | 0.43 | 0.75 | ||||||||||
| Krayma | Morocco | Direction des Aménagements Hydrauliques | W | Tiyoughza | 3 | - /09 | - /10 | - /11 | - /12 | 32 | 170 | 45 | 53 | 0.20 | (5) | 0.80 | (1)* | 0.80 | (1)* | 120 100 | 0 | (-) | ||
| João Borges | Brazil | Eletrosul Centrais Elétricas SA | H | Caveiras | 23 | - /12 | - /12 | - /13 | 11/13 | 29 | 170 | |||||||||||||
| Karamürsel Tepeköy [H-F] | Turkey | DSI - State Hydraulic Works | I | Uzundere | 1 | - /14 | - /15 | - /16 | - /16 | 19 | 170 | 240 | 0.10 | (1) | 0.70 | (1) | 300 | 300 | 80 | 48 | (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: Morocco
Owner: Direction des Aménagements Hydrauliques
Type: Gravity
Purpose(s): Groundwater Recharge / Irrigation
River: Berhil
Reservoir capacity: 12 m3x106
Construction Dates
Start of Project: 04/92
Start of RCC: 04/92
End of RCC: 07/93
End of Project: 04/94
Specifications
Height: 39 metres
Length: 170 metres
Volume of RCC: 97 m3x103
Total volume: 109 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 |
| 110 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 20 | Natural pozzolan (ASTM Class N) |
| 20 |
Details
Country: Greece
Owner: Ministry of Agriculture
Type: Hardfill
Purpose(s): Irrigation / Water Supply
River: Ano Mera
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 04/93
Start of RCC: 04/93
End of RCC: -/95
End of Project: -/97
Specifications
Height: 32 metres
Length: 170 metres
Volume of RCC: 49 m3x103
Total volume: 64 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.50 | Reinforced concrete cast against precast units or slip-formed facing elements |
Downstream
| Slope | Type |
|---|---|
| 0.50 | RCC against precast concrete blocks |
Spillway
| Slope | Type |
|---|---|
| 0.50 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 200 - | 200 - |
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 55 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 15 | Natural pozzolan (ASTM Class N) |
Details
Country: USA
Owner: City of Buffalo
Type: Gravity
Purpose(s): Water Supply
River: South Fork Clear Creek
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: 05/96
Start of RCC: 05/96
End of RCC: 08/97
End of Project: -/97
Specifications
Height: 41 metres
Length: 170 metres
Volume of RCC: 62 m3x103
Total volume: 69 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
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) |
|---|
| 89 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 83 | Low-lime flyash (ASTM Class F) |
Details
Country: Greece
Owner: Ministry of Agriculture
Type: Hardfill
Purpose(s): Irrigation / Water Supply
River: Steno
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 02/00
Start of RCC: 02/00
End of RCC: 10/02
End of Project: 06/03
Specifications
Height: 32 metres
Length: 170 metres
Volume of RCC: 69 m3x103
Total volume: 70 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.70 | Reinforced concrete cast against precast units or slip-formed facing elements |
Downstream
| Slope | Type |
|---|---|
| 0.70 | RCC against precast concrete blocks |
Spillway
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 200 - | 200 - |
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 55 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 5 | Natural pozzolan (ASTM Class N) |
Details
Country: USA
Owner: Pine Brook Water District
Type: Gravity
Purpose(s): Water Supply
River: -
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 01/05
Start of RCC: 01/05
End of RCC: 04/06
End of Project: -/06
Specifications
Height: 26 metres
Length: 170 metres
Volume of RCC: 27 m3x103
Total volume: 30 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| Unformed face of RCC |
Spillway
| Slope | Type |
|---|---|
| separate |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 95 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 59 | Low-lime flyash (ASTM Class F) |
Details
Country: Brazil
Owner: Companhia Hidroelétrica Figueirópolis
Type: Gravity
Purpose(s): Hydropower
River: Jauru
Reservoir capacity: 35 m3x106
Construction Dates
Start of Project: -/08
Start of RCC: -/08
End of RCC: -/10
End of Project: 12/10
Specifications
Height: 16 metres
Length: 170 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical |
Downstream
| Slope | Type |
|---|---|
| 0.43 |
Spillway
| Slope | Type |
|---|---|
| 0.75 |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
Details
Country: Morocco
Owner: Direction des Aménagements Hydrauliques
Type: Gravity
Purpose(s): Water Supply
River: Tiyoughza
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: -/11
End of Project: -/12
Specifications
Height: 32 metres
Length: 170 metres
Volume of RCC: 45 m3x103
Total volume: 53 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) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| 120 |
| 100 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used |
Details
Country: Brazil
Owner: Eletrosul Centrais Elétricas SA
Type: Gravity
Purpose(s): Hydropower
River: Caveiras
Reservoir capacity: 23 m3x106
Construction Dates
Start of Project: -/12
Start of RCC: -/12
End of RCC: -/13
End of Project: 11/13
Specifications
Height: 29 metres
Length: 170 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 |
|---|---|
Details
Country: Turkey
Owner: DSI - State Hydraulic Works
Type: Hardfill
Purpose(s): Irrigation
River: Uzundere
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/14
Start of RCC: -/14
End of RCC: -/16
End of Project: -/16
Specifications
Height: 19 metres
Length: 170 metres
Volume of RCC: 240 m3x103
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.10 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 80 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 48 | Low-lime flyash (ASTM Class F) |
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