Dam Search Results
- Volume
- Volume of RCC: 270 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) | |||||||
Concepción | Honduras | W | Concepción | 35 | 12/88 | 12/89 | 06/90 | 08/90 | 68 | 694 | 270 | 290 | 0.075 | (2) | 0.80 | (3)* | 0.80 | (1)* | 400 | 400 | 65 | 15 | (N) | |
Koyama | Japan | F I W | Ohkita | 17 | 11/94 | 05/00 | 12/02 | 03/05 | 65 | 462 | 270 | 531 | V | (1) | 0.78 | (1) | 0.78 | (1) | 250 | 750 | 84 | 36 | (S) | |
João Leite | Brazil | W | João Leite | 129 | 03/01 | 01/03 | - /04 | - /04 | 55 | 380 | 270 | 290 | 300 | 300 | 80 | 20 | (N) | |||||||
Portugues [A-G] | USA | F | Portugues | 20 | 04/08 | 01/11 | 05/12 | 12/13 | 67 | 375 | 270 | 310 | V | (3') | 0.35 | (3')* | 0.35 | (1) | 300 | 300 | 114 | 51 | (F) | |
Tiouine | Morocco | F I W | Iriri | 270 | 05/10 | - /11 | - /14 | - /15 | 84 | 202 | 270 | 380 | V | (1) | 0.80 | (1)* | 0.80 | (1)* | 100 | 0 | (-) - | |||
Shah wa Arüs | Afghanistan | F H I W | Shakardar | 10 | - /12 | - /13 | - /19 | 04/21 | 78 | 303 | 270 | 337 | V 0.20 | (1) | 0.80 | (1) | 0.80 | (1) | 300 | 300 | 105 | 45 | (N) |
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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: Honduras
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Concepción
Reservoir capacity: 35 m3x106
Construction Dates
Start of Project: 12/88
Start of RCC: 12/88
End of RCC: 06/90
End of Project: 08/90
Specifications
Height: 68 metres
Length: 694 metres
Volume of RCC: 270 m3x103
Total volume: 290 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.075 | Traditional concrete against formwork with external geomembrane |
Downstream
Slope | Type |
---|---|
0.80 | RCC against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
400 | 400 |
Cementitious material
Cement (kg/m3) |
---|
65 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
15 | Natural pozzolan (ASTM Class N) |
Details
Country: Japan
Owner: -
Type: Gravity
Purpose(s): Flood Control / Irrigation / Water Supply
River: Ohkita
Reservoir capacity: 17 m3x106
Construction Dates
Start of Project: 11/94
Start of RCC: 11/94
End of RCC: 12/02
End of Project: 03/05
Specifications
Height: 65 metres
Length: 462 metres
Volume of RCC: 270 m3x103
Total volume: 531 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.78 | Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
0.78 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
250 | 750 |
Cementitious material
Cement (kg/m3) |
---|
84 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
36 | Ground-granulated blast-furnace slag |
Details
Country: Brazil
Owner: -
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: -
Type: Arch-Gravity
Purpose(s): Flood Control
River: Portugues
Reservoir capacity: 20 m3x106
Construction Dates
Start of Project: 04/08
Start of RCC: 04/08
End of RCC: 05/12
End of Project: 12/13
Specifications
Height: 67 metres
Length: 375 metres
Volume of RCC: 270 m3x103
Total volume: 310 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
Slope | Type |
---|---|
0.35 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
Slope | Type |
---|---|
0.35 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
114 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
51 | Low-lime flyash (ASTM Class F) |
Details
Country: Morocco
Owner: -
Type: Gravity
Purpose(s): Flood Control / Irrigation / Water Supply
River: Iriri
Reservoir capacity: 270 m3x106
Construction Dates
Start of Project: 05/10
Start of RCC: 05/10
End of RCC: -/14
End of Project: -/15
Specifications
Height: 84 metres
Length: 202 metres
Volume of RCC: 270 m3x103
Total volume: 380 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) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
100 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | No pozzolan used - |
Details
Country: Afghanistan
Owner: -
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply
River: Shakardar
Reservoir capacity: 10 m3x106
Construction Dates
Start of Project: -/12
Start of RCC: -/12
End of RCC: -/19
End of Project: 04/21
Specifications
Height: 78 metres
Length: 303 metres
Volume of RCC: 270 m3x103
Total volume: 337 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
0.20 |
Downstream
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
105 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
45 | Natural pozzolan (ASTM Class N) |
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