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) | |||||||
| Marathia [H-F] | Greece | Ministry of Agriculture | I W | Marathia | 3 | 11/91 | 12/92 | 04/93 | 06/93 | 28 | 265 | 31 | 48 | 0.50 | (13) | 0.50 | (10) | 0.50 | (13) | 200 - 300 | 200 - 300 | 55 | 15 | (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) |
| Platanovryssi | Greece | Public Power Corporation (PPC) | H I | Nestos | 84 | 01/89 | 10/95 | 03/97 | 06/99 | 95 | 305 | 420 | 440 | 0.10 | (14) | 0.75 | (14)* | 0.75 | (13) | 300 | 300 | 50 | 225 | (C) |
| 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) |
| Koris Gefiri (Maiden’s bridge) [H-F] | Greece | Ministry of Agriculture | I W | Partheni | 3 | 11/05 | 03/07 | 07/10 | - /16 | 42 | 221 | 170 | 190 | 0.80 | (13) | 0.80 | (3) | 0.80 | (1)* | 300 - 450 | 300 - 450 | 50 | 10 | (N) |
| Valsamiotis [H-F] | Greece | Crete Development Organisation | I | Valsamiotis | 6 | 10/05 | 05/07 | 12/10 | - /14 | 63 | 335 | 640 | 820 | 0.80 | (13) | 0.80 | (3) | 0.80 | (1)* | 300 | 300 | 60 | 0 | (-) |
| Lithaios [H-F] | Greece | Trikala Prefecture | I | Lithaios | 06/03 | 11/11 | 12/14 | 07/20 | 32 | 526 | 160 | 220 | 0.80 | (13) | 0.80 | (3) | 0.80 | (1)* | 300 | 300 | 50 | 10 | (N) | |
| 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) |
| Agios Georgios [H-F] | Greece | Terna Energiaki | H | Kapnitsorrema | 7 | 06/23 | 04/24 | 10/25 | 12/25 | 59 | 475 | 765 | 795 | 400 | 400 | |||||||||
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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: Greece
Owner: Ministry of Agriculture
Type: Hardfill
Purpose(s): Irrigation / Water Supply
River: Marathia
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: 11/91
Start of RCC: 11/91
End of RCC: 04/93
End of Project: 06/93
Specifications
Height: 28 metres
Length: 265 metres
Volume of RCC: 31 m3x103
Total volume: 48 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 | Reinforced concrete cast against precast units or slip-formed facing elements |
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: 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: Greece
Owner: Public Power Corporation (PPC)
Type: Gravity
Purpose(s): Hydropower / Irrigation
River: Nestos
Reservoir capacity: 84 m3x106
Construction Dates
Start of Project: 01/89
Start of RCC: 01/89
End of RCC: 03/97
End of Project: 06/99
Specifications
Height: 95 metres
Length: 305 metres
Volume of RCC: 420 m3x103
Total volume: 440 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.10 | Slip-formed/extruded facing elements |
Downstream
| Slope | Type |
|---|---|
| 0.75 | Slip-formed/extruded facing elements [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) |
|---|
| 50 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 225 | High-lime flyash (ASTM Class C) |

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: Greece
Owner: Ministry of Agriculture
Type: Hardfill
Purpose(s): Irrigation / Water Supply
River: Partheni
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: 11/05
Start of RCC: 11/05
End of RCC: 07/10
End of Project: -/16
Specifications
Height: 42 metres
Length: 221 metres
Volume of RCC: 170 m3x103
Total volume: 190 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.80 | Reinforced concrete cast against precast units or slip-formed facing elements |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 - | 300 - |
| 450 | 450 |
Cementitious material
| Cement (kg/m3) |
|---|
| 50 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 10 | Natural pozzolan (ASTM Class N) |

Details
Country: Greece
Owner: Crete Development Organisation
Type: Hardfill
Purpose(s): Irrigation
River: Valsamiotis
Reservoir capacity: 6 m3x106
Construction Dates
Start of Project: 10/05
Start of RCC: 10/05
End of RCC: 12/10
End of Project: -/14
Specifications
Height: 63 metres
Length: 335 metres
Volume of RCC: 640 m3x103
Total volume: 820 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.80 | Reinforced concrete cast against precast units or slip-formed facing elements |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 60 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used |

Details
Country: Greece
Owner: Trikala Prefecture
Type: Hardfill
Purpose(s): Irrigation
River: Lithaios
Reservoir capacity: -
Construction Dates
Start of Project: 06/03
Start of RCC: 06/03
End of RCC: 12/14
End of Project: 07/20
Specifications
Height: 32 metres
Length: 526 metres
Volume of RCC: 160 m3x103
Total volume: 220 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.80 | Reinforced concrete cast against precast units or slip-formed facing elements |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 50 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 10 | Natural pozzolan (ASTM Class N) |

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: Greece
Owner: Terna Energiaki
Type: Hardfill
Purpose(s): Hydropower
River: Kapnitsorrema
Reservoir capacity: 7 m3x106
Construction Dates
Start of Project: 06/23
Start of RCC: 06/23
End of RCC: 10/25
End of Project: 12/25
Specifications
Height: 59 metres
Length: 475 metres
Volume of RCC: 765 m3x103
Total volume: 795 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 400 | 400 |
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|

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