Dam Search Results
- Dimensions
- Height: 79 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) | |||||||
Aoulouz | Morocco | F G I | Souss | 110 | 03/88 | 11/89 | 09/90 | 11/91 | 79 | 476 | 680 | 850 | V | (1) | 0.85 | (1)* | 0.85 | (1) | 500 | 500 | 120 90 | 0 0 | (M) | |
Shiokawa | Japan | F I W | Shio | 12 | 05/93 | 08/93 | 11/95 | 03/99 | 79 | 225 | 299 | 388 | 0.10 0.70 | (1) (1) | 0.76 | (1) | 0.76 | (1) | 250 | 750 | 96 | 24 | (F) | |
Acauã | Brazil | F I W | Paraíba | 247 | - /93 | - /93 | - /95 | - /95 | 79 | 674 | 674 | 734 | (1) | (3)* | (1)* | 300 | 300 | 64 | 16 | (N) | ||||
R’Mel (formerly Tanger-Med) | Morocco | F W | R’Mel | 25 | 05/05 | 06/06 | 06/07 | 10/07 | 79 | 250 | 230 | 243 | V | (11) | 0.75 | (1) | 0.75 | (1) | 300 | 3000 | 100 90 | 0 0 | (-) - | |
Saladillo | Argentina | W | Quinto | 02/09 | 09/09 | 09/10 | 01/11 | 79 | 487 | 210 | 249 | (5) | (5) | |||||||||||
Maiwan | China | H I | Nandu | 615 | 04/20 | 03/22 | 05/24 | - /25 | 79 | 377 |
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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: -
Type: Gravity
Purpose(s): Flood Control / Groundwater Recharge / Irrigation
River: Souss
Reservoir capacity: 110 m3x106
Construction Dates
Start of Project: 03/88
Start of RCC: 03/88
End of RCC: 09/90
End of Project: 11/91
Specifications
Height: 79 metres
Length: 476 metres
Volume of RCC: 680 m3x103
Total volume: 850 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.85 | Traditional concrete against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.85 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
500 | 500 |
Cementitious material
Cement (kg/m3) |
---|
120 |
90 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | Milled sand |
0 |
Details
Country: Japan
Owner: -
Type: Gravity
Purpose(s): Flood Control / Irrigation / Water Supply
River: Shio
Reservoir capacity: 12 m3x106
Construction Dates
Start of Project: 05/93
Start of RCC: 05/93
End of RCC: 11/95
End of Project: 03/99
Specifications
Height: 79 metres
Length: 225 metres
Volume of RCC: 299 m3x103
Total volume: 388 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.10 | Traditional concrete against formwork |
0.70 | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.76 | Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
0.76 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
250 | 750 |
Cementitious material
Cement (kg/m3) |
---|
96 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
24 | Low-lime flyash (ASTM Class F) |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Flood Control / Irrigation / Water Supply
River: Paraíba
Reservoir capacity: 247 m3x106
Construction Dates
Start of Project: -/93
Start of RCC: -/93
End of RCC: -/95
End of Project: -/95
Specifications
Height: 79 metres
Length: 674 metres
Volume of RCC: 674 m3x103
Total volume: 734 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
RCC against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
Traditional concrete against formwork [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
64 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
16 | Natural pozzolan (ASTM Class N) |
Details
Country: Morocco
Owner: -
Type: Gravity
Purpose(s): Flood Control / Water Supply
River: R’Mel
Reservoir capacity: 25 m3x106
Construction Dates
Start of Project: 05/05
Start of RCC: 05/05
End of RCC: 06/07
End of Project: 10/07
Specifications
Height: 79 metres
Length: 250 metres
Volume of RCC: 230 m3x103
Total volume: 243 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Reinforced conventional concrete cast before RCC placement |
Downstream
Slope | Type |
---|---|
0.75 | Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
0.75 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 3000 |
Cementitious material
Cement (kg/m3) |
---|
100 |
90 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | No pozzolan used - |
0 |
Details
Country: Argentina
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Quinto
Reservoir capacity: -
Construction Dates
Start of Project: 02/09
Start of RCC: 02/09
End of RCC: 09/10
End of Project: 01/11
Specifications
Height: 79 metres
Length: 487 metres
Volume of RCC: 210 m3x103
Total volume: 249 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Traditional concrete against precast concrete panels |
Downstream
Slope | Type |
---|---|
Traditional concrete against precast concrete panels |
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower / Irrigation
River: Nandu
Reservoir capacity: 615 m3x106
Construction Dates
Start of Project: 04/20
Start of RCC: 04/20
End of RCC: 05/24
End of Project: -/25
Specifications
Height: 79 metres
Length: 377 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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