Dam Search Results
- Dimensions
- Height: 26 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.
← Scroll the table horizontally to view its entire width →
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) | |||||||
Ain al Koreima | Morocco | I | Akreuch | 1 | 06/87 | 09/87 | 02/88 | 03/88 | 26 | 124 | 17 | 20 | 0.20 | (5)* | 0.20 0.75 | (5) (17) | 0.60 | (1)* | 350 | 350 | 70 140 | 30 60 | (S) | |
Riou | France | H I R | Riou | 1 | 01/90 | 06/90 | 07/90 | 03/91 | 26 | 308 | 41 | 46 | V | (2) | 0.60 | (14)* | 0.60 | (14)* | 300 | 300 | 120 | (R) | ||
Caraibas - CEMIG | Brazil | F I | Caraibas | 10 | 04/90 | 07/90 | 09/90 | 02/91 | 26 | 160 | 18 | 22 | 0.10 | (1) | 0.80 | (3)* | 0.80 | (1)* | 300 | 300 | 70 | 20 | (N) | |
Kroombit | Australia | G I | Kroombit Creek | 13 | 03/92 | 06/92 | 10/92 | 12/92 | 26 | 250 | 84 | 110 | V | (1) | 0.70 | (1) | 0.70 | (1) | 300 | 300 | 82 | 107 | (F) | |
Burton Gorge | Australia | W | Isaac | 20 | 07/92 | 09/92 | 11/92 | 12/92 | 26 | 285 | 64 | 68 | V 1.00 | (8) (17) | 0.80 1.00 | (3)* (17) | 0.80 | (13)* | 300 | 300 | 85 | 0 | (-) - | |
Pak Mun | Thailand | H | Mun | 04/91 | 12/93 | 03/94 | 06/94 | 26 | 323 | 48 | 50 | V V | (13) (15) | V 0.80 | (13) (15) | separate | 300 | 300 | 58 | 124 | (F) | |||
Cova da Mandioca | Brazil | I W | Cova da Mandioca | 126 | 01/93 | 09/93 | 12/94 | 12/94 | 26 | 360 | 75 | 79 | V | (1) | 0.75 | (3)* | 0.75 | (1)* | 400 | 400 | 64 | 16 | (-) - | |
Rio da Prata | Brazil | W | Da Prata | 42 | - /92 | 09/93 | 12/94 | - /95 | 26 | 405 | 61 | 75 | 300 | 300 | 80 | 0 | (-) - | |||||||
Passagem de Trairas | Brazil | R W | Seridó | 50 | - /93 | - /94 | - /95 | - /96 | 26 | 458 | 27 | 28 | 64 | 16 | (N) | |||||||||
Ponto Novo | Brazil | I W | Itapicuru-açu | 39 | 05/98 | 07/98 | 12/99 | 02/00 | 26 | 266 | 90 | 105 | (1) | (3)* | (1) | 300 | 300 | 72 | 18 | (N) | ||||
North Fork Hughes River | USA | F R W | North Fork Hughes River | 1480 | 07/99 | 03/01 | 07/01 | - /01 | 26 | 200 | 65 | 65 | V | (8) | 0.80 | (10) | 0.80 | (1) | 300 | 300 | 59 107 | 59 65 | (F) | |
Estreito | Brazil | F I R W | Curimatá | 24 | - /97 | - /00 | - /01 | 11/02 | 26 | 300 | 12 | 14 | 300 | 300 | 64 | 16 | (N) | |||||||
Big Cherry | USA | W | South Fork, Powell River | 2 | 04/04 | 09/04 | 01/05 | 07/05 | 26 | 113 | 11 | 12 | 300 | 300 | 82 | 82 | (F) | |||||||
Pine Brook | USA | W | 1 | 01/05 | 10/05 | 04/06 | - /06 | 26 | 170 | 27 | 30 | V | (7) | (17) | separate | 300 | 300 | 95 | 59 | (F) | ||||
Pipoca | Brazil | H | Santo Antonio | 8 | - /08 | - /09 | - /10 | - /11 | 26 | |||||||||||||||
Ingazeira (formerly San Antonio) | Brazil | W | Pajeú | 49 | - /08 | - /09 | - /10 | - /11 | 26 | 566 | 64 | 92 | ||||||||||||
Boa Sorte | Brazil | H | Tijucas | 18 | - /07 | - /09 | - /11 | - /12 | 26 | |||||||||||||||
Boa Fé | Brazil | H | Carrero | - /10 | - /10 | - /11 | - /11 | 26 | 198 | 32 | 58 | |||||||||||||
Dry Comal Creek | USA | F | Dry Comal Creek | 4 | 10/11 | 03/12 | 08/12 | 12/12 | 26 | 457 | 62 | 67 | V | () | 0.80 | ()* | 0.80 | () | 300 | 300 | 60 | 100 | (C) | |
Juba IV | Brazil | H | Juba | 7 | - /15 | - /15 | - /15 | - /15 | 26 | 570 | ||||||||||||||
Rkiza | Morocco | F I W | 17 | - /13 | - /15 | - /16 | - /17 | 26 | 500 | 55 | 60 | V | (5) | 0.85 | (1)* | 0.85 | (1)* |
← Scroll the table horizontally to view its entire width →
Search again
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): Irrigation
River: Akreuch
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 06/87
Start of RCC: 06/87
End of RCC: 02/88
End of Project: 03/88
Specifications
Height: 26 metres
Length: 124 metres
Volume of RCC: 17 m3x103
Total volume: 20 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.20 | Traditional concrete against precast concrete panels [stepped face] |
Downstream
Slope | Type |
---|---|
0.20 | Traditional concrete against precast concrete panels |
0.75 | Unformed face of RCC |
Spillway
Slope | Type |
---|---|
0.60 | Traditional concrete against formwork [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
350 | 350 |
Cementitious material
Cement (kg/m3) |
---|
70 |
140 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
30 | Ground-granulated blast-furnace slag |
60 |
![Ain al Koreima completed Ain al Koreima completed](/site/assets/files/37621/rccdam0039cd.0x300.jpg)
Details
Country: France
Owner: -
Type: Gravity
Purpose(s): Hydropower / Irrigation / Recreation
River: Riou
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 01/90
Start of RCC: 01/90
End of RCC: 07/90
End of Project: 03/91
Specifications
Height: 26 metres
Length: 308 metres
Volume of RCC: 41 m3x103
Total volume: 46 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork with external geomembrane |
Downstream
Slope | Type |
---|---|
0.60 | Slip-formed/extruded facing elements [stepped face] |
Spillway
Slope | Type |
---|---|
0.60 | Slip-formed/extruded facing elements [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
120 | ROLAC (mixture of flyash and slag with or without limestone fines) |
![Riou completed Riou completed](/site/assets/files/37649/rccdam0068cd.0x300.jpg)
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Flood Control / Irrigation
River: Caraibas
Reservoir capacity: 10 m3x106
Construction Dates
Start of Project: 04/90
Start of RCC: 04/90
End of RCC: 09/90
End of Project: 02/91
Specifications
Height: 26 metres
Length: 160 metres
Volume of RCC: 18 m3x103
Total volume: 22 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.10 | Traditional concrete against formwork |
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) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
70 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
20 | Natural pozzolan (ASTM Class N) |
![Caraibas - CEMIG completed Caraibas - CEMIG completed](/site/assets/files/37651/rccdam0070cd.0x300.jpg)
Details
Country: Australia
Owner: -
Type: Gravity
Purpose(s): Groundwater Recharge / Irrigation
River: Kroombit Creek
Reservoir capacity: 13 m3x106
Construction Dates
Start of Project: 03/92
Start of RCC: 03/92
End of RCC: 10/92
End of Project: 12/92
Specifications
Height: 26 metres
Length: 250 metres
Volume of RCC: 84 m3x103
Total volume: 110 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.70 | Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
0.70 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
82 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
107 | Low-lime flyash (ASTM Class F) |
![Kroombit completed Kroombit completed](/site/assets/files/37685/rccdam0105cd.0x300.jpg)
Details
Country: Australia
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Isaac
Reservoir capacity: 20 m3x106
Construction Dates
Start of Project: 07/92
Start of RCC: 07/92
End of RCC: 11/92
End of Project: 12/92
Specifications
Height: 26 metres
Length: 285 metres
Volume of RCC: 64 m3x103
Total volume: 68 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against precast concrete panels with geomembrane |
1.00 | Unformed face of RCC |
Downstream
Slope | Type |
---|---|
0.80 | RCC against formwork [stepped face] |
1.00 | Unformed face of RCC |
Spillway
Slope | Type |
---|---|
0.80 | Reinforced concrete cast against precast units or slip-formed facing elements [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
85 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | No pozzolan used - |
![Burton Gorge completed Burton Gorge completed](/site/assets/files/37686/rccdam0106cd.0x300.jpg)
Details
Country: Thailand
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Mun
Reservoir capacity: -
Construction Dates
Start of Project: 04/91
Start of RCC: 04/91
End of RCC: 03/94
End of Project: 06/94
Specifications
Height: 26 metres
Length: 323 metres
Volume of RCC: 48 m3x103
Total volume: 50 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Reinforced concrete cast against precast units or slip-formed facing elements |
Vertical | RCC supported by fill shoulders |
Downstream
Slope | Type |
---|---|
Vertical | Reinforced concrete cast against precast units or slip-formed facing elements |
0.80 | RCC supported by fill shoulders |
Spillway
Slope | Type |
---|---|
separate |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
58 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
124 | Low-lime flyash (ASTM Class F) |
![Pak Mun completed Pak Mun completed](/site/assets/files/37715/rccdam0135cd.0x300.jpg)
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Irrigation / Water Supply
River: Cova da Mandioca
Reservoir capacity: 126 m3x106
Construction Dates
Start of Project: 01/93
Start of RCC: 01/93
End of RCC: 12/94
End of Project: 12/94
Specifications
Height: 26 metres
Length: 360 metres
Volume of RCC: 75 m3x103
Total volume: 79 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.75 | RCC against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.75 | Traditional concrete against formwork [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
400 | 400 |
Cementitious material
Cement (kg/m3) |
---|
64 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
16 | No pozzolan used - |
![Cova da Mandioca completed Cova da Mandioca completed](/site/assets/files/37726/rccdam0147cd.0x300.jpg)
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Da Prata
Reservoir capacity: 42 m3x106
Construction Dates
Start of Project: -/92
Start of RCC: -/92
End of RCC: 12/94
End of Project: -/95
Specifications
Height: 26 metres
Length: 405 metres
Volume of RCC: 61 m3x103
Total volume: 75 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
[stepped face] |
Spillway
Slope | Type |
---|---|
[stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
80 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | No pozzolan used - |
![Rio da Prata completed Rio da Prata completed](/site/assets/files/37727/rccdam0146cd.0x300.jpg)
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Recreation / Water Supply
River: Seridó
Reservoir capacity: 50 m3x106
Construction Dates
Start of Project: -/93
Start of RCC: -/93
End of RCC: -/95
End of Project: -/96
Specifications
Height: 26 metres
Length: 458 metres
Volume of RCC: 27 m3x103
Total volume: 28 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
64 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
16 | Natural pozzolan (ASTM Class N) |
![Passagem de Trairas completed Passagem de Trairas completed](/site/assets/files/38309/rccdam0935cd.0x300.jpg)
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Irrigation / Water Supply
River: Itapicuru-açu
Reservoir capacity: 39 m3x106
Construction Dates
Start of Project: 05/98
Start of RCC: 05/98
End of RCC: 12/99
End of Project: 02/00
Specifications
Height: 26 metres
Length: 266 metres
Volume of RCC: 90 m3x103
Total volume: 105 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 |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
72 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
18 | Natural pozzolan (ASTM Class N) |
![Ponto Novo completed Ponto Novo completed](/site/assets/files/37805/rccdam0225cd.0x300.jpg)
Details
Country: USA
Owner: -
Type: Gravity
Purpose(s): Flood Control / Recreation / Water Supply
River: North Fork Hughes River
Reservoir capacity: 1480 m3x106
Construction Dates
Start of Project: 07/99
Start of RCC: 07/99
End of RCC: 07/01
End of Project: -/01
Specifications
Height: 26 metres
Length: 200 metres
Volume of RCC: 65 m3x103
Total volume: 65 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against precast concrete panels with geomembrane |
Downstream
Slope | Type |
---|---|
0.80 | RCC against precast concrete blocks |
Spillway
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
59 |
107 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
59 | Low-lime flyash (ASTM Class F) |
65 |
![North Fork Hughes River completed North Fork Hughes River completed](/site/assets/files/37831/rccdam0251cd.0x300.jpg)
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Flood Control / Irrigation / Recreation / Water Supply
River: Curimatá
Reservoir capacity: 24 m3x106
Construction Dates
Start of Project: -/97
Start of RCC: -/97
End of RCC: -/01
End of Project: 11/02
Specifications
Height: 26 metres
Length: 300 metres
Volume of RCC: 12 m3x103
Total volume: 14 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) |
---|
64 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
16 | Natural pozzolan (ASTM Class N) |
![Estreito completed Estreito completed](/site/assets/files/37847/rccdam0264cd.0x300.jpg)
Details
Country: USA
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: South Fork, Powell River
Reservoir capacity: 2 m3x106
Construction Dates
Start of Project: 04/04
Start of RCC: 04/04
End of RCC: 01/05
End of Project: 07/05
Specifications
Height: 26 metres
Length: 113 metres
Volume of RCC: 11 m3x103
Total volume: 12 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) |
---|
82 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
82 | Low-lime flyash (ASTM Class F) |
![Big Cherry completed Big Cherry completed](/site/assets/files/37916/rccdam0452cd.0x300.jpg)
Details
Country: USA
Owner: -
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) |
![Pine Brook completed Pine Brook completed](/site/assets/files/37937/rccdam0354cd.0x300.jpg)
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Santo Antonio
Reservoir capacity: 8 m3x106
Construction Dates
Start of Project: -/08
Start of RCC: -/08
End of RCC: -/10
End of Project: -/11
Specifications
Height: 26 metres
Length: -
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 |
---|---|
![Pipoca completed Pipoca completed](/site/assets/files/38350/rccdam0942cd.0x300.jpg)
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Pajeú
Reservoir capacity: 49 m3x106
Construction Dates
Start of Project: -/08
Start of RCC: -/08
End of RCC: -/10
End of Project: -/11
Specifications
Height: 26 metres
Length: 566 metres
Volume of RCC: 64 m3x103
Total volume: 92 m3x103
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 |
---|---|
![Ingazeira (formerly San Antonio) under construction Ingazeira (formerly San Antonio) under construction](/site/assets/files/38075/rccdam0893uc.0x300.jpg)
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Tijucas
Reservoir capacity: 18 m3x106
Construction Dates
Start of Project: -/07
Start of RCC: -/07
End of RCC: -/11
End of Project: -/12
Specifications
Height: 26 metres
Length: -
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 |
---|---|
![Boa Sorte completed Boa Sorte completed](/site/assets/files/38366/rccdam0871cd.0x300.jpg)
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Carrero
Reservoir capacity: -
Construction Dates
Start of Project: -/10
Start of RCC: -/10
End of RCC: -/11
End of Project: -/11
Specifications
Height: 26 metres
Length: 198 metres
Volume of RCC: 32 m3x103
Total volume: 58 m3x103
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 |
---|---|
![](/site/templates/img/icon_photo-coming-soon_dam-page.png)
Details
Country: USA
Owner: -
Type: Gravity
Purpose(s): Flood Control
River: Dry Comal Creek
Reservoir capacity: 4 m3x106
Construction Dates
Start of Project: 10/11
Start of RCC: 10/11
End of RCC: 08/12
End of Project: 12/12
Specifications
Height: 26 metres
Length: 457 metres
Volume of RCC: 62 m3x103
Total volume: 67 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical |
Downstream
Slope | Type |
---|---|
0.80 | [stepped face] |
Spillway
Slope | Type |
---|---|
0.80 |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
60 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
100 | High-lime flyash (ASTM Class C) |
![Dry Comal Creek completed Dry Comal Creek completed](/site/assets/files/38128/rccdam0543cd.0x300.jpg)
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Juba
Reservoir capacity: 7 m3x106
Construction Dates
Start of Project: -/15
Start of RCC: -/15
End of RCC: -/15
End of Project: -/15
Specifications
Height: 26 metres
Length: 570 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 |
---|---|
![Juba IV on Google Earth Juba IV on Google Earth](/site/assets/files/38596/rccdam1026ge.0x300.jpg)
Details
Country: Morocco
Owner: -
Type: Gravity
Purpose(s): Flood Control / Irrigation / Water Supply
River: -
Reservoir capacity: 17 m3x106
Construction Dates
Start of Project: -/13
Start of RCC: -/13
End of RCC: -/16
End of Project: -/17
Specifications
Height: 26 metres
Length: 500 metres
Volume of RCC: 55 m3x103
Total volume: 60 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against precast concrete panels |
Downstream
Slope | Type |
---|---|
0.85 | Traditional concrete against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.85 | Traditional concrete against formwork [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
![Rkiza completed Rkiza completed](/site/assets/files/38262/rccdam0704cd.0x300.jpg)
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