Dam Search Results
- Purposes: Recreation
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) | |||||||
Willow Creek | USA | F R | Willow Creek | 17 | 11/81 | 04/82 | 09/82 | 04/83 | 52 | 543 | 331 | 331 | V | (7) | 0.80 | (17) | 0.80 | (17) | 300 | 300 | 47 | 19 | (F) | |
Galesville | USA | F I R W | Cow Creek | 52 | 07/84 | 05/85 | 08/85 | 10/85 | 50 | 290 | 161 | 171 | V | (1) | 0.80 | (17) | 0.80 | (17) | 300 | 300 | 53 | 51 | (F) | |
Stagecoach | USA | H I R W | Yampa | 42 | 08/87 | 06/88 | 07/88 | 11/88 | 46 | 116 | 34 | 39 | V | (1) | 0.80 | (1)* | 0.80 | (1)* | 300 | 300 | 71 | 71 | (F) | |
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) | ||
Gameleiras | Brazil | F I R W | Gameleiras | 145 | 07/90 | 12/90 | 04/91 | 05/91 | 29 | 150 | 27 | 29 | V | (1) | (1)* | 400 | 400 | 52 | 13 | (-) - | ||||
Elmer Thomas - replacement | USA | R | Little Medicine Creek | 10 | 02/92 | 01/93 | 02/93 | 05/93 | 34 | 128 | 29 | 34 | V | (1) | 0.64 | (1) | none | 300 | 300 | 89 | 89 | (F) | ||
Shibanshui | China | F H R | Longxihe | 105 | 12/92 | 04/94 | - /95 | - /96 | 84 | 445 | 335 | 564 | V | (3') | 0.65 | (1) | 0.65 | (13) | 300 | 1000 | 126 60 | 84 90 | (F) | |
Passagem de Trairas | Brazil | R W | Seridó | 50 | - /93 | - /94 | - /95 | - /96 | 26 | 458 | 27 | 28 | 64 | 16 | (N) | |||||||||
Taolinkou | China | F H I R W | Qinglonghe | 859 | 11/92 | 12/94 | 12/97 | - /98 | 75 | 500 | 585 | 1350 | V 0.15 | (1) | 0.78 | (1) | ogee 0.65 | (1) (1) | 300 | 300 | 135 70 | 70 85 | (F) | |
Jucazinho | Brazil | F I R W | Capiibaribe | 327 | 07/96 | 11/96 | 10/98 | - /99 | 63 | 442 | 442 | 470 | V | (12) | 0.75 | (1)* | 0.75 | (1)* | 300 | 300 | 64 | 16 | (N) | |
Songyue (1st Stage) | China | F H I R W | Hailanhe | 21 | 09/97 | 01/98 | 04/99 | 09/99 | 29 | 271 | 44 | 77 | V | (1) | 0.73 | (10) | conduit | 300 | 2000 | 80 | 100 | (F) | ||
Trout Creek | USA | I R | Trout Creek | 1 | 08/99 | 04/00 | 05/00 | 07/00 | 31 | 38 | 9 | 10 | V | (1) | 0.80 | (1)* | 0.80 | (1)* | 300 | 300 | 163 | 0 | (-) - | |
Santa Cruz do Apodi | Brazil | F I R W | Apodi | 600 | - /98 | - /99 | - /00 | - /01 | 58 | 1660 | 1023 | 1120 | 300 | 300 | 80 | 0 | (-) - | |||||||
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) | |
Castanhão | Brazil | F I R W | Congonhas | 800 | 10/99 | - /00 | 12/01 | - /02 | 85 | 668 | 890 | 1030 | 300 | 300 | 85 | 0 | (-) - | |||||||
Umari | Brazil | F I R W | do Carmo | 293 | - /98 | - /99 | - /01 | - /01 | 42 | 2308 | 655 | 660 | (12) | 300 | 300 | 70 | 0 | (-) - | ||||||
Pedras Altas | Brazil | F I R W | Itapicuru | - /00 | - /00 | - /01 | - /01 | 24 | 1090 | 42 | 60 | 300 | 300 | 34 | 41 | (-) - | ||||||||
Estreito | Brazil | F I R W | Curimatá | 24 | - /97 | - /00 | - /01 | 11/02 | 26 | 300 | 12 | 14 | 300 | 300 | 64 | 16 | (N) | |||||||
Helong | China | H R W | Hailanhe | 30 | 11/98 | 08/99 | 01/02 | 12/02 | 30 | 244 | 43 | 89 | V | (1) | 0.75 | (10) | ogee | (10)* | 300 | 2000 | 113 | 113 | (F) | |
Randleman Lake | USA | R W | Deep | 84 | 07/01 | 04/02 | 07/02 | 01/03 | 31 | 280 | 70 | 76 | V | (1) | 0.75 | (1)* | 0.75 | (1)* | 300 | 300 | 89 | 104 | (F) | |
Longqiao [A] | China | H R | Yu | 26 | 12/05 | 03/06 | 02/07 | 05/07 | 95 | 156 | 135 | 160 | curve | (3') | curve | (3) | (3) | |||||||
Menghekou | China | F I R W | Menghe | 11 | - /05 | - /06 | - /07 | - /08 | 78 | 215 | 160 | 249 | ||||||||||||
Jing Hong | China | F H R | Lancang | 1139 | - /04 | - /05 | - /08 | - /09 | 108 | 705 | 848 | 3068 | V | (3) | 0.80 | (3) | (1) | 300 | 64 93 | 93 93 | (S) | |||
Jin’anqiao | China | H N R | Jinsha | 913 | 12/03 | 05/07 | - /10 | - /11 | 160 | 640 | 2400 | 4430 | V | (3) | 0.75 | (3) | 0.75 | (1) | 72 96 | 108 117 | (F) | |||
Luoboba [A] | China | F H R | Lengshui | 87 | - /07 | - /09 | - /10 | - /11 | 114 | 192 | 21 | 21 | (F) | |||||||||||
Longkaikou | China | F H N R W | Jinsha | 558 | 08/07 | 09/08 | - /12 | - /13 | 119 | 768 | 2840 | 3853 | V | (3) | 0.75 | (3) | 300 | 3000 | 96 60 | 96 90 | (F) | |||
Guanyinyan | China | F H N R | Jinsha | 2263 | - /08 | 09/11 | 05/14 | - /16 | 159 | 1250 | 6473 | 9364 | V 0.10 | (3') | 0.75 | (3') | 0.75 | (1) | 300 | 53 | 99 | (F) | ||
Songyue Dam Raise | China | F H I R W | Hailanhe | - /12 | - /13 | - /14 | - /15 | 41 | 271 | V | (1) | 0.73 | (10) | conduit | 300 | 2000 | 80 | 100 | (F) | |||||
Huangdeng | China | H I R | Lancang (Mekong) | 1613 | 01/10 | 04/15 | 04/18 | 06/19 | 203 | 464 | 2753 | 3670 | (3') | (3') | (12) | 300 | 300 | 82 67 | 100 100 | (F) | ||||
Las Cruces | Mexico | F H I R | San Pedro Mazquital | 2485 | - /17 | - /18 | - /20 | - /21 | 185 | 815 | 2 | 2400 | V 0.10 | (1) (1) | 0.80 | (1) | 0.80 | 300 | 300 | |||||
Center Hill Auxiliary Backup Dam | USA | F H R W | Caney Fork | 940 | - /17 | - /19 | - /20 | - /21 | 40 | 293 | 99 | 122 | V | (1) | V 0.83 | (1)* | 0.83 | (1)* | 300 | 300 | 93 | 93 | (F) |
← 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: USA
Owner: -
Type: Gravity
Purpose(s): Flood Control / Recreation
River: Willow Creek
Reservoir capacity: 17 m3x106
Construction Dates
Start of Project: 11/81
Start of RCC: 11/81
End of RCC: 09/82
End of Project: 04/83
Specifications
Height: 52 metres
Length: 543 metres
Volume of RCC: 331 m3x103
Total volume: 331 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against precast concrete panels |
Downstream
Slope | Type |
---|---|
0.80 | Unformed face of RCC |
Spillway
Slope | Type |
---|---|
0.80 | Unformed face of RCC |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
47 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
19 | Low-lime flyash (ASTM Class F) |
![Willow Creek completed Willow Creek completed](/site/assets/files/37599/rccdam0016cd.0x300.jpg)
Details
Country: USA
Owner: -
Type: Gravity
Purpose(s): Flood Control / Irrigation / Recreation / Water Supply
River: Cow Creek
Reservoir capacity: 52 m3x106
Construction Dates
Start of Project: 07/84
Start of RCC: 07/84
End of RCC: 08/85
End of Project: 10/85
Specifications
Height: 50 metres
Length: 290 metres
Volume of RCC: 161 m3x103
Total volume: 171 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.80 | Unformed face of RCC |
Spillway
Slope | Type |
---|---|
0.80 | Unformed face of RCC |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
53 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
51 | Low-lime flyash (ASTM Class F) |
![Galesville completed Galesville completed](/site/assets/files/37603/rccdam0020cd.0x300.jpg)
Details
Country: USA
Owner: -
Type: Gravity
Purpose(s): Hydropower / Irrigation / Recreation / Water Supply
River: Yampa
Reservoir capacity: 42 m3x106
Construction Dates
Start of Project: 08/87
Start of RCC: 08/87
End of RCC: 07/88
End of Project: 11/88
Specifications
Height: 46 metres
Length: 116 metres
Volume of RCC: 34 m3x103
Total volume: 39 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) |
---|
71 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
71 | Low-lime flyash (ASTM Class F) |
![Stagecoach completed Stagecoach completed](/site/assets/files/37625/rccdam0043cd.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 / Recreation / Water Supply
River: Gameleiras
Reservoir capacity: 145 m3x106
Construction Dates
Start of Project: 07/90
Start of RCC: 07/90
End of RCC: 04/91
End of Project: 05/91
Specifications
Height: 29 metres
Length: 150 metres
Volume of RCC: 27 m3x103
Total volume: 29 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Traditional concrete against formwork [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
400 | 400 |
Cementitious material
Cement (kg/m3) |
---|
52 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
13 | No pozzolan used - |
![Gameleiras completed Gameleiras completed](/site/assets/files/37660/rccdam0079cd.0x300.jpg)
Details
Country: USA
Owner: -
Type: Gravity
Purpose(s): Recreation
River: Little Medicine Creek
Reservoir capacity: 10 m3x106
Construction Dates
Start of Project: 02/92
Start of RCC: 02/92
End of RCC: 02/93
End of Project: 05/93
Specifications
Height: 34 metres
Length: 128 metres
Volume of RCC: 29 m3x103
Total volume: 34 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.64 | Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
none |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
89 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
89 | Low-lime flyash (ASTM Class F) |
![Elmer Thomas - replacement completed Elmer Thomas - replacement completed](/site/assets/files/37695/rccdam0115cd.0x300.jpg)
Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Flood Control / Hydropower / Recreation
River: Longxihe
Reservoir capacity: 105 m3x106
Construction Dates
Start of Project: 12/92
Start of RCC: 12/92
End of RCC: -/95
End of Project: -/96
Specifications
Height: 84 metres
Length: 445 metres
Volume of RCC: 335 m3x103
Total volume: 564 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
Slope | Type |
---|---|
0.65 | Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
0.65 | Reinforced concrete cast against precast units or slip-formed facing elements |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 1000 |
Cementitious material
Cement (kg/m3) |
---|
126 |
60 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
84 | Low-lime flyash (ASTM Class F) |
90 |
![Shibanshui completed Shibanshui completed](/site/assets/files/37769/rccdam0190cd.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: China
Owner: -
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation / Recreation / Water Supply
River: Qinglonghe
Reservoir capacity: 859 m3x106
Construction Dates
Start of Project: 11/92
Start of RCC: 11/92
End of RCC: 12/97
End of Project: -/98
Specifications
Height: 75 metres
Length: 500 metres
Volume of RCC: 585 m3x103
Total volume: 1350 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
0.15 |
Downstream
Slope | Type |
---|---|
0.78 | Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
ogee | Traditional concrete against formwork |
0.65 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
135 |
70 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
70 | Low-lime flyash (ASTM Class F) |
85 |
![Taolinkou completed Taolinkou completed](/site/assets/files/37770/rccdam0191cd.0x300.jpg)
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Flood Control / Irrigation / Recreation / Water Supply
River: Capiibaribe
Reservoir capacity: 327 m3x106
Construction Dates
Start of Project: 07/96
Start of RCC: 07/96
End of RCC: 10/98
End of Project: -/99
Specifications
Height: 63 metres
Length: 442 metres
Volume of RCC: 442 m3x103
Total volume: 470 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Reinforced conventional concrete cast after RCC placement |
Downstream
Slope | Type |
---|---|
0.75 | Traditional concrete against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.75 | 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) |
![Jucazinho completed Jucazinho completed](/site/assets/files/37782/rccdam0203cd.0x300.jpg)
Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation / Recreation / Water Supply
River: Hailanhe
Reservoir capacity: 21 m3x106
Construction Dates
Start of Project: 09/97
Start of RCC: 09/97
End of RCC: 04/99
End of Project: 09/99
Specifications
Height: 29 metres
Length: 271 metres
Volume of RCC: 44 m3x103
Total volume: 77 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.73 | RCC against precast concrete blocks |
Spillway
Slope | Type |
---|---|
conduit |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 2000 |
Cementitious material
Cement (kg/m3) |
---|
80 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
100 | Low-lime flyash (ASTM Class F) |
![](/site/templates/img/icon_photo-coming-soon_dam-page.png)
Details
Country: USA
Owner: -
Type: Gravity
Purpose(s): Irrigation / Recreation
River: Trout Creek
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 08/99
Start of RCC: 08/99
End of RCC: 05/00
End of Project: 07/00
Specifications
Height: 31 metres
Length: 38 metres
Volume of RCC: 9 m3x103
Total volume: 10 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) |
---|
163 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | No pozzolan used - |
![Trout Creek completed Trout Creek completed](/site/assets/files/37812/rccdam0232cd.0x300.jpg)
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Flood Control / Irrigation / Recreation / Water Supply
River: Apodi
Reservoir capacity: 600 m3x106
Construction Dates
Start of Project: -/98
Start of RCC: -/98
End of RCC: -/00
End of Project: -/01
Specifications
Height: 58 metres
Length: 1660 metres
Volume of RCC: 1023 m3x103
Total volume: 1120 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 |
---|---|
0 | No pozzolan used - |
![Santa Cruz do Apodi completed Santa Cruz do Apodi completed](/site/assets/files/37825/rccdam0245cd.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: Congonhas
Reservoir capacity: 800 m3x106
Construction Dates
Start of Project: 10/99
Start of RCC: 10/99
End of RCC: 12/01
End of Project: -/02
Specifications
Height: 85 metres
Length: 668 metres
Volume of RCC: 890 m3x103
Total volume: 1030 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) |
---|
85 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | No pozzolan used - |
![Castanhão completed Castanhão completed](/site/assets/files/37838/rccdam0258cd.0x300.jpg)
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Flood Control / Irrigation / Recreation / Water Supply
River: do Carmo
Reservoir capacity: 293 m3x106
Construction Dates
Start of Project: -/98
Start of RCC: -/98
End of RCC: -/01
End of Project: -/01
Specifications
Height: 42 metres
Length: 2308 metres
Volume of RCC: 655 m3x103
Total volume: 660 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Reinforced conventional concrete cast after RCC placement |
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
70 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | No pozzolan used - |
![Umari completed Umari completed](/site/assets/files/37842/rccdam0262cd.0x300.jpg)
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Flood Control / Irrigation / Recreation / Water Supply
River: Itapicuru
Reservoir capacity: -
Construction Dates
Start of Project: -/00
Start of RCC: -/00
End of RCC: -/01
End of Project: -/01
Specifications
Height: 24 metres
Length: 1090 metres
Volume of RCC: 42 m3x103
Total volume: 60 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) |
---|
34 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
41 | No pozzolan used - |
![Pedras Altas completed Pedras Altas completed](/site/assets/files/37845/rccdam0267cd.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: China
Owner: -
Type: Gravity
Purpose(s): Hydropower / Recreation / Water Supply
River: Hailanhe
Reservoir capacity: 30 m3x106
Construction Dates
Start of Project: 11/98
Start of RCC: 11/98
End of RCC: 01/02
End of Project: 12/02
Specifications
Height: 30 metres
Length: 244 metres
Volume of RCC: 43 m3x103
Total volume: 89 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.75 | RCC against precast concrete blocks |
Spillway
Slope | Type |
---|---|
ogee | RCC against precast concrete blocks [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 2000 |
Cementitious material
Cement (kg/m3) |
---|
113 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
113 | Low-lime flyash (ASTM Class F) |
![](/site/templates/img/icon_photo-coming-soon_dam-page.png)
Details
Country: USA
Owner: -
Type: Gravity
Purpose(s): Recreation / Water Supply
River: Deep
Reservoir capacity: 84 m3x106
Construction Dates
Start of Project: 07/01
Start of RCC: 07/01
End of RCC: 07/02
End of Project: 01/03
Specifications
Height: 31 metres
Length: 280 metres
Volume of RCC: 70 m3x103
Total volume: 76 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.75 | Traditional concrete against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.75 | Traditional concrete against formwork [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
89 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
104 | Low-lime flyash (ASTM Class F) |
![Randleman Lake completed Randleman Lake completed](/site/assets/files/37860/rccdam0279cd.0x300.jpg)
Details
Country: China
Owner: -
Type: Thin Arch
Purpose(s): Hydropower / Recreation
River: Yu
Reservoir capacity: 26 m3x106
Construction Dates
Start of Project: 12/05
Start of RCC: 12/05
End of RCC: 02/07
End of Project: 05/07
Specifications
Height: 95 metres
Length: 156 metres
Volume of RCC: 135 m3x103
Total volume: 160 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
curve | RCC against formwork (GEVR/GE-RCC) |
Downstream
Slope | Type |
---|---|
curve | RCC against formwork |
Spillway
Slope | Type |
---|---|
RCC against formwork |
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: China
Owner: -
Type: Gravity
Purpose(s): Flood Control / Irrigation / Recreation / Water Supply
River: Menghe
Reservoir capacity: 11 m3x106
Construction Dates
Start of Project: -/05
Start of RCC: -/05
End of RCC: -/07
End of Project: -/08
Specifications
Height: 78 metres
Length: 215 metres
Volume of RCC: 160 m3x103
Total volume: 249 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 |
---|---|
![Menghekou completed Menghekou completed](/site/assets/files/37989/rccdam0400cd.0x300.jpg)
Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Flood Control / Hydropower / Recreation
River: Lancang
Reservoir capacity: 1139 m3x106
Construction Dates
Start of Project: -/04
Start of RCC: -/04
End of RCC: -/08
End of Project: -/09
Specifications
Height: 108 metres
Length: 705 metres
Volume of RCC: 848 m3x103
Total volume: 3068 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against formwork |
Downstream
Slope | Type |
---|---|
0.80 | RCC against formwork |
Spillway
Slope | Type |
---|---|
Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 |
Cementitious material
Cement (kg/m3) |
---|
64 |
93 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
93 | Ground-granulated blast-furnace slag |
93 |
![Jing Hong completed Jing Hong completed](/site/assets/files/38007/rccdam0422cd.0x300.jpg)
Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower / Navigation / Recreation
River: Jinsha
Reservoir capacity: 913 m3x106
Construction Dates
Start of Project: 12/03
Start of RCC: 12/03
End of RCC: -/10
End of Project: -/11
Specifications
Height: 160 metres
Length: 640 metres
Volume of RCC: 2400 m3x103
Total volume: 4430 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against formwork |
Downstream
Slope | Type |
---|---|
0.75 | RCC against formwork |
Spillway
Slope | Type |
---|---|
0.75 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
72 |
96 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
108 | Low-lime flyash (ASTM Class F) |
117 |
![Jin’anqiao completed Jin’anqiao completed](/site/assets/files/38097/rccdam0509cd.0x300.jpg)
Details
Country: China
Owner: -
Type: Thin Arch
Purpose(s): Flood Control / Hydropower / Recreation
River: Lengshui
Reservoir capacity: 87 m3x106
Construction Dates
Start of Project: -/07
Start of RCC: -/07
End of RCC: -/10
End of Project: -/11
Specifications
Height: 114 metres
Length: 192 metres
Volume of RCC: 21 m3x103
Total volume: 21 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 |
---|---|
Low-lime flyash (ASTM Class F) | |
![Luoboba completed Luoboba completed](/site/assets/files/38074/rccdam0487cd.0x300.jpg)
Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Flood Control / Hydropower / Navigation / Recreation / Water Supply
River: Jinsha
Reservoir capacity: 558 m3x106
Construction Dates
Start of Project: 08/07
Start of RCC: 08/07
End of RCC: -/12
End of Project: -/13
Specifications
Height: 119 metres
Length: 768 metres
Volume of RCC: 2840 m3x103
Total volume: 3853 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against formwork |
Downstream
Slope | Type |
---|---|
0.75 | RCC against formwork |
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 3000 |
Cementitious material
Cement (kg/m3) |
---|
96 |
60 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
96 | Low-lime flyash (ASTM Class F) |
90 |
![Longkaikou completed Longkaikou completed](/site/assets/files/38136/rccdam0551cd.0x300.jpg)
Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Flood Control / Hydropower / Navigation / Recreation
River: Jinsha
Reservoir capacity: 2263 m3x106
Construction Dates
Start of Project: -/08
Start of RCC: -/08
End of RCC: 05/14
End of Project: -/16
Specifications
Height: 159 metres
Length: 1250 metres
Volume of RCC: 6473 m3x103
Total volume: 9364 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against formwork (GEVR/GE-RCC) |
0.10 |
Downstream
Slope | Type |
---|---|
0.75 | RCC against formwork (GEVR/GE-RCC) |
Spillway
Slope | Type |
---|---|
0.75 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 |
Cementitious material
Cement (kg/m3) |
---|
53 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
99 | Low-lime flyash (ASTM Class F) |
![Guanyinyan completed Guanyinyan completed](/site/assets/files/38214/rccdam0643cd.0x300.jpg)
Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation / Recreation / Water Supply
River: Hailanhe
Reservoir capacity: -
Construction Dates
Start of Project: -/12
Start of RCC: -/12
End of RCC: -/14
End of Project: -/15
Specifications
Height: 41 metres
Length: 271 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.73 | RCC against precast concrete blocks |
Spillway
Slope | Type |
---|---|
conduit |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 2000 |
Cementitious material
Cement (kg/m3) |
---|
80 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
100 | Low-lime flyash (ASTM Class F) |
![](/site/templates/img/icon_photo-coming-soon_dam-page.png)
Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower / Irrigation / Recreation
River: Lancang (Mekong)
Reservoir capacity: 1613 m3x106
Construction Dates
Start of Project: 01/10
Start of RCC: 01/10
End of RCC: 04/18
End of Project: 06/19
Specifications
Height: 203 metres
Length: 464 metres
Volume of RCC: 2753 m3x103
Total volume: 3670 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
RCC against formwork (GEVR/GE-RCC) |
Downstream
Slope | Type |
---|---|
RCC against formwork (GEVR/GE-RCC) |
Spillway
Slope | Type |
---|---|
Reinforced conventional concrete cast after RCC placement |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
82 |
67 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
100 | Low-lime flyash (ASTM Class F) |
100 |
![Huangdeng completed Huangdeng completed](/site/assets/files/38300/rccdam0724cd.0x300.jpg)
Details
Country: Mexico
Owner: -
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation / Recreation
River: San Pedro Mazquital
Reservoir capacity: 2485 m3x106
Construction Dates
Start of Project: -/17
Start of RCC: -/17
End of RCC: -/20
End of Project: -/21
Specifications
Height: 185 metres
Length: 815 metres
Volume of RCC: 2 m3x103
Total volume: 2400 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
0.10 | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
0.80 |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
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 / Hydropower / Recreation / Water Supply
River: Caney Fork
Reservoir capacity: 940 m3x106
Construction Dates
Start of Project: -/17
Start of RCC: -/17
End of RCC: -/20
End of Project: -/21
Specifications
Height: 40 metres
Length: 293 metres
Volume of RCC: 99 m3x103
Total volume: 122 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork [stepped face] |
0.83 |
Spillway
Slope | Type |
---|---|
0.83 | Traditional concrete against formwork [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
93 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
93 | Low-lime flyash (ASTM Class F) |
![Center Hill Auxiliary Backup Dam completed Center Hill Auxiliary Backup Dam completed](/site/assets/files/38641/rccdam0706cd.0x300.jpg)
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