Dam Search Results
- Dimensions
- Height: 39 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) | |||||||
Zintel Canyon | USA | F | Zintel | 3 | 03/92 | 07/92 | 10/92 | 12/92 | 39 | 158 | 54 | 55 | V | (7) | 0.85 | (17) | 0.85 | (17) | 300 | 300 | 74 | 0 | (-) - | |
Imi el Kheng | Morocco | G I | Oued Berhil | 12 | 04/92 | 09/92 | 07/93 | 04/94 | 39 | 170 | 97 | 109 | 0.20 | (5) | 0.80 | (1)* | 0.80 | (1)* | 300 | 300 | 100 110 | 20 20 | (N) | |
Shanggou [A] | China | W | Yangshui | 1 | - /01 | - /02 | - /03 | - /04 | 39 | 176 | ||||||||||||||
Peixe Angical | Brazil | H | Tocantins | 3 | 04/02 | - /04 | - /05 | 09/06 | 39 | 400 | 500 | 582 | 300 | 300 | 70 | 0 | (-) - | |||||||
Nakai, part of Nam Theun 2 HPP | Laos | H | Nam Theun | 3530 | 04/04 | 02/06 | 03/07 | 10/09 | 39 | 436 | 155 | 200 | (1) | (10) | (12) | 300 | 300 | 100 | 100 | (F) | ||||
Elkwater Fork | USA | W | Tygart Tributory | 3 | - /06 | 04/07 | 08/07 | - /07 | 39 | 204 | 106 | 113 | V | (8) | 0.80 | (3)* | 0.80 | (1)* | 300 | 300 | 59 | 89 | (F) | |
Arvoredo | Brazil | H | Irani | 12 | - /08 | - /09 | - /09 | 04/10 | 39 | 250 | 53 | 81 | V | 0.75 | 0.75 | 80 | 20 | (N) | ||||||
Lusixi | China | W | Lusixi | 33 | - /09 | - /10 | - /11 | - /12 | 39 | 140 | ||||||||||||||
Devecikonagi | Turkey | H I | Emet | 6 | 05/10 | 03/11 | 09/12 | 01/13 | 39 | 313 | 180 | 210 | 0.10 | (2) | 0.75 | (1) | 0.80 | (12) | 300 | 300 | 80 | 40 | (F) | |
Çetintepe | Turkey | H | Robozik | 44 | 09/08 | - /11 | - /12 | - /13 | 39 | 173 | 60 | 64 | 0.10 | (1) | 0.80 | (1)* | 0.80 | (12) | 300 | 1200 | 77 | 63 | (N) | |
Spring Grove | South Africa | W | Mooi | 140 | 03/11 | 06/12 | 05/13 | 05/14 | 39 | 300 | 96 | 114 | (3') | (3') | 300 | 300 | 50 | 110 | (F) | |||||
Sariveliler Göktepe | Turkey | I | Gelenalan | 1 | - /13 | - /14 | - /15 | - /15 | 39 | 330 | 69 | 60 | 0 | (-) - | ||||||||||
Muskrat Falls North Dam | Canada | H | Churchill | 08/15 | 07/17 | 09/18 | 07/19 | 39 | 450 | 208 | 243 | V | (1) | 0.80 | (1) | 0.80 | (1) | 300 | 3000 & 1500 | 80 | 140 | (F) | ||
Yeşilvadi (Beylerderesi) | Turkey | I | Beyler | 5 | - /16 | - /17 | - /18 | - /19 | 39 | 249 | 170 | V | (1) | 1.00 | (1) | 330 | 330 | 93 | 62 | (F) | ||||
Davarlı | Turkey | I | Kara Creek | 1 | - /16 | - /19 | - /21 | - /23 | 39 | 119 | 34 |
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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: USA
Owner: -
Type: Gravity
Purpose(s): Flood Control
River: Zintel
Reservoir capacity: 3 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: 39 metres
Length: 158 metres
Volume of RCC: 54 m3x103
Total volume: 55 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against precast concrete panels |
Downstream
Slope | Type |
---|---|
0.85 | Unformed face of RCC |
Spillway
Slope | Type |
---|---|
0.85 | Unformed face of RCC |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
74 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | No pozzolan used - |
Details
Country: Morocco
Owner: -
Type: Gravity
Purpose(s): Groundwater Recharge / Irrigation
River: Oued Berhil
Reservoir capacity: 12 m3x106
Construction Dates
Start of Project: 04/92
Start of RCC: 04/92
End of RCC: 07/93
End of Project: 04/94
Specifications
Height: 39 metres
Length: 170 metres
Volume of RCC: 97 m3x103
Total volume: 109 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.20 | Traditional concrete against precast concrete panels |
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) |
---|
100 |
110 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
20 | Natural pozzolan (ASTM Class N) |
20 |
Details
Country: China
Owner: -
Type: Thin Arch
Purpose(s): Water Supply
River: Yangshui
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/01
Start of RCC: -/01
End of RCC: -/03
End of Project: -/04
Specifications
Height: 39 metres
Length: 176 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 |
---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Tocantins
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: 04/02
Start of RCC: 04/02
End of RCC: -/05
End of Project: 09/06
Specifications
Height: 39 metres
Length: 400 metres
Volume of RCC: 500 m3x103
Total volume: 582 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) |
---|
70 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | No pozzolan used - |
Details
Country: Laos
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Nam Theun
Reservoir capacity: 3530 m3x106
Construction Dates
Start of Project: 04/04
Start of RCC: 04/04
End of RCC: 03/07
End of Project: 10/09
Specifications
Height: 39 metres
Length: 436 metres
Volume of RCC: 155 m3x103
Total volume: 200 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
RCC against precast concrete blocks |
Spillway
Slope | Type |
---|---|
Reinforced conventional concrete cast after RCC placement |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
100 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
100 | Low-lime flyash (ASTM Class F) |
Details
Country: USA
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Tygart Tributory
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: 08/07
End of Project: -/07
Specifications
Height: 39 metres
Length: 204 metres
Volume of RCC: 106 m3x103
Total volume: 113 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against precast concrete panels with 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) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
59 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
89 | Low-lime flyash (ASTM Class F) |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Irani
Reservoir capacity: 12 m3x106
Construction Dates
Start of Project: -/08
Start of RCC: -/08
End of RCC: -/09
End of Project: 04/10
Specifications
Height: 39 metres
Length: 250 metres
Volume of RCC: 53 m3x103
Total volume: 81 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical |
Downstream
Slope | Type |
---|---|
0.75 |
Spillway
Slope | Type |
---|---|
0.75 |
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
80 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
20 | Natural pozzolan (ASTM Class N) |
Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Lusixi
Reservoir capacity: 33 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: -/11
End of Project: -/12
Specifications
Height: 39 metres
Length: 140 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 |
---|---|
Details
Country: Turkey
Owner: -
Type: Gravity
Purpose(s): Hydropower / Irrigation
River: Emet
Reservoir capacity: 6 m3x106
Construction Dates
Start of Project: 05/10
Start of RCC: 05/10
End of RCC: 09/12
End of Project: 01/13
Specifications
Height: 39 metres
Length: 313 metres
Volume of RCC: 180 m3x103
Total volume: 210 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.10 | Traditional concrete against formwork with external geomembrane |
Downstream
Slope | Type |
---|---|
0.75 | Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
0.80 | Reinforced conventional concrete cast after RCC placement |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
80 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
40 | Low-lime flyash (ASTM Class F) |
Details
Country: Turkey
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Robozik
Reservoir capacity: 44 m3x106
Construction Dates
Start of Project: 09/08
Start of RCC: 09/08
End of RCC: -/12
End of Project: -/13
Specifications
Height: 39 metres
Length: 173 metres
Volume of RCC: 60 m3x103
Total volume: 64 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.10 | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.80 | Reinforced conventional concrete cast after RCC placement |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 1200 |
Cementitious material
Cement (kg/m3) |
---|
77 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
63 | Natural pozzolan (ASTM Class N) |
Details
Country: South Africa
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Mooi
Reservoir capacity: 140 m3x106
Construction Dates
Start of Project: 03/11
Start of RCC: 03/11
End of RCC: 05/13
End of Project: 05/14
Specifications
Height: 39 metres
Length: 300 metres
Volume of RCC: 96 m3x103
Total volume: 114 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 |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
50 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
110 | Low-lime flyash (ASTM Class F) |
Details
Country: Turkey
Owner: -
Type: Gravity
Purpose(s): Irrigation
River: Gelenalan
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/13
Start of RCC: -/13
End of RCC: -/15
End of Project: -/15
Specifications
Height: 39 metres
Length: 330 metres
Volume of RCC: 69 m3x103
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
60 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | No pozzolan used - |
Details
Country: Canada
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Churchill
Reservoir capacity: -
Construction Dates
Start of Project: 08/15
Start of RCC: 08/15
End of RCC: 09/18
End of Project: 07/19
Specifications
Height: 39 metres
Length: 450 metres
Volume of RCC: 208 m3x103
Total volume: 243 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 3000 & |
1500 |
Cementitious material
Cement (kg/m3) |
---|
80 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
140 | Low-lime flyash (ASTM Class F) |
Details
Country: Turkey
Owner: -
Type: Gravity
Purpose(s): Irrigation
River: Beyler
Reservoir capacity: 5 m3x106
Construction Dates
Start of Project: -/16
Start of RCC: -/16
End of RCC: -/18
End of Project: -/19
Specifications
Height: 39 metres
Length: 249 metres
Volume of RCC: 170 m3x103
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
1.00 | Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
330 | 330 |
Cementitious material
Cement (kg/m3) |
---|
93 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
62 | Low-lime flyash (ASTM Class F) |
Details
Country: Turkey
Owner: -
Type: Gravity
Purpose(s): Irrigation
River: Kara Creek
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/16
Start of RCC: -/16
End of RCC: -/21
End of Project: -/23
Specifications
Height: 39 metres
Length: 119 metres
Volume of RCC: 34 m3x103
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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