Dam Search Results
- Dimensions
- Height: 70 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) | |||||||
Wolwedans [A-G] | South Africa | W | Great Brak | 24 | 11/87 | 10/88 | 10/89 | 11/90 | 70 | 268 | 180 | 210 | V | (1) | 0.50 | (1)* | 0.50 | (1)* | 250 | 250 | 58 | 136 | (F) | |
Dodairagawa | Japan | F W | Kabura | 5 | 03/86 | 06/88 | 01/90 | 03/92 | 70 | 300 | 167 | 350 | V 0.40 | (1) (1) | 0.75 | (1) | 0.75 | (1) | 180 | 500 | 96 | 24 | (F) | |
Hiyoshi | Japan | F H W | Katsura | 66 | - /83 | 10/94 | 07/96 | 03/98 | 70 | 438 | 440 | 670 | V 0.80 | (1) (1) | 0.80 | (1) | 0.80 | (1) | 250 | 750 1000 | 84 77 | 36 33 | (F) | |
Liubo [A] | China | F H | Xipihe | 51 | - /02 | - /03 | - /03 | - /04 | 70 | 258 | 130 | 168 | (F) | |||||||||||
Vaca | Belize | H | Marcal | 12 | 02/07 | 02/08 | 10/09 | 12/11 | 70 | 225 | 200 | 220 | 0.20 | (1) | 0.75 | (3')* | 0.75 | (12) | 300 | 3000 | 94 | 31 | (F) | |
Feke II | Turkey | H | Göksu | 63 | 12/07 | 12/08 | 02/10 | 08/10 | 70 | 256 | 194 | 227 | 0.07 | (6) | 0.80 | (3')* | separate | 300 | 300 | 60 60 | 60 50 | (F) | ||
Lianhuatai | China | H | Dan | 95 | 02/09 | - /10 | - /11 | - /11 | 70 | 221 | 221 | |||||||||||||
Kotanli II [A-G] | Turkey | H | Kura | 20 | 10/12 | 05/14 | 04/15 | 11/15 | 70 | 250 | 248 | 252 | 0.15 | (3) | 0.70 | (3') | 0.70 | (12) | 300 | 300 | 85 | 130 | (N) | |
Burç | Turkey | H | Göksu | 63 | 01/07 | 01/12 | - /15 | - /17 | 70 | 235 | 232 | 260 | 0.07 | (8) | 0.80 | (1) | separate | 300 | 300 | 60 | 50 to 60 | (F) | ||
Xiakoutang [A] | China | H | Yu | - /17 | - /18 | - /20 | - /21 | 70 | ||||||||||||||||
Hatta Upper | UAE | H | 12/19 | 11/21 | 08/22 | - /24 | 70 | 222 | 170 | 180 | (7) | (7) | none | 300 | 300 | 65 | 120 | (F) | ||||||
Yozgat (Akdagmadeni) Bahçecik | Turkey | I | Gökdelen | 33 | - /15 | - /18 | - /23 | - /24 | 70 | 494 | 614 | V | (1) | 0.80 | (1) | 300 | 84 | 56 | (F) | |||||
Gwayi-Shangani | Zimbabwe | W | Gwayi | 634 | 09/04 | - /22 | - /24 | - /25 | 70 | 305 | 300 | 60 | 140 | (F) |
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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: South Africa
Owner: -
Type: Arch-Gravity
Purpose(s): Water Supply
River: Great Brak
Reservoir capacity: 24 m3x106
Construction Dates
Start of Project: 11/87
Start of RCC: 11/87
End of RCC: 10/89
End of Project: 11/90
Specifications
Height: 70 metres
Length: 268 metres
Volume of RCC: 180 m3x103
Total volume: 210 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.50 | Traditional concrete against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.50 | Traditional concrete against formwork [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
250 | 250 |
Cementitious material
Cement (kg/m3) |
---|
58 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
136 | Low-lime flyash (ASTM Class F) |
Details
Country: Japan
Owner: -
Type: Gravity
Purpose(s): Flood Control / Water Supply
River: Kabura
Reservoir capacity: 5 m3x106
Construction Dates
Start of Project: 03/86
Start of RCC: 03/86
End of RCC: 01/90
End of Project: 03/92
Specifications
Height: 70 metres
Length: 300 metres
Volume of RCC: 167 m3x103
Total volume: 350 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
0.40 | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.75 | Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
0.75 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
180 | 500 |
Cementitious material
Cement (kg/m3) |
---|
96 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
24 | Low-lime flyash (ASTM Class F) |
Details
Country: Japan
Owner: -
Type: Gravity
Purpose(s): Flood Control / Hydropower / Water Supply
River: Katsura
Reservoir capacity: 66 m3x106
Construction Dates
Start of Project: -/83
Start of RCC: -/83
End of RCC: 07/96
End of Project: 03/98
Specifications
Height: 70 metres
Length: 438 metres
Volume of RCC: 440 m3x103
Total volume: 670 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
0.80 | 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) |
---|---|
250 | 750 |
1000 |
Cementitious material
Cement (kg/m3) |
---|
84 |
77 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
36 | Low-lime flyash (ASTM Class F) |
33 |
Details
Country: China
Owner: -
Type: Thin Arch
Purpose(s): Flood Control / Hydropower
River: Xipihe
Reservoir capacity: 51 m3x106
Construction Dates
Start of Project: -/02
Start of RCC: -/02
End of RCC: -/03
End of Project: -/04
Specifications
Height: 70 metres
Length: 258 metres
Volume of RCC: 130 m3x103
Total volume: 168 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) | |
Details
Country: Belize
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Marcal
Reservoir capacity: 12 m3x106
Construction Dates
Start of Project: 02/07
Start of RCC: 02/07
End of RCC: 10/09
End of Project: 12/11
Specifications
Height: 70 metres
Length: 225 metres
Volume of RCC: 200 m3x103
Total volume: 220 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.20 | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.75 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
Slope | Type |
---|---|
0.75 | Reinforced conventional concrete cast after RCC placement |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 3000 |
Cementitious material
Cement (kg/m3) |
---|
94 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
31 | Low-lime flyash (ASTM Class F) |
Details
Country: Turkey
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Göksu
Reservoir capacity: 63 m3x106
Construction Dates
Start of Project: 12/07
Start of RCC: 12/07
End of RCC: 02/10
End of Project: 08/10
Specifications
Height: 70 metres
Length: 256 metres
Volume of RCC: 194 m3x103
Total volume: 227 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.07 | Traditional concrete against precast concrete panels with geomembrane |
Downstream
Slope | Type |
---|---|
0.80 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
Slope | Type |
---|---|
separate |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
60 |
60 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
60 | Low-lime flyash (ASTM Class F) |
50 |
Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Dan
Reservoir capacity: 95 m3x106
Construction Dates
Start of Project: 02/09
Start of RCC: 02/09
End of RCC: -/11
End of Project: -/11
Specifications
Height: 70 metres
Length: 221 metres
Volume of RCC: -
Total volume: 221 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 |
---|---|
Details
Country: Turkey
Owner: -
Type: Arch-Gravity
Purpose(s): Hydropower
River: Kura
Reservoir capacity: 20 m3x106
Construction Dates
Start of Project: 10/12
Start of RCC: 10/12
End of RCC: 04/15
End of Project: 11/15
Specifications
Height: 70 metres
Length: 250 metres
Volume of RCC: 248 m3x103
Total volume: 252 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.15 | RCC against formwork |
Downstream
Slope | Type |
---|---|
0.70 | RCC against formwork (GEVR/GE-RCC) |
Spillway
Slope | Type |
---|---|
0.70 | Reinforced conventional concrete cast after RCC placement |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
85 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
130 | Natural pozzolan (ASTM Class N) |
Details
Country: Turkey
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Göksu
Reservoir capacity: 63 m3x106
Construction Dates
Start of Project: 01/07
Start of RCC: 01/07
End of RCC: -/15
End of Project: -/17
Specifications
Height: 70 metres
Length: 235 metres
Volume of RCC: 232 m3x103
Total volume: 260 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.07 | RCC against precast concrete panels with geomembrane |
Downstream
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
separate |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
60 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
50 to | Low-lime flyash (ASTM Class F) |
Details
Country: China
Owner: -
Type: Thin Arch
Purpose(s): Hydropower
River: Yu
Reservoir capacity: -
Construction Dates
Start of Project: -/17
Start of RCC: -/17
End of RCC: -/20
End of Project: -/21
Specifications
Height: 70 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 |
---|---|
Details
Country: UAE
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: -
Reservoir capacity: -
Construction Dates
Start of Project: 12/19
Start of RCC: 12/19
End of RCC: 08/22
End of Project: -/24
Specifications
Height: 70 metres
Length: 222 metres
Volume of RCC: 170 m3x103
Total volume: 180 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
RCC against precast concrete panels |
Downstream
Slope | Type |
---|---|
RCC against precast concrete panels |
Spillway
Slope | Type |
---|---|
none |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
65 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
120 | Low-lime flyash (ASTM Class F) |
Details
Country: Turkey
Owner: -
Type: Gravity
Purpose(s): Irrigation
River: Gökdelen
Reservoir capacity: 33 m3x106
Construction Dates
Start of Project: -/15
Start of RCC: -/15
End of RCC: -/23
End of Project: -/24
Specifications
Height: 70 metres
Length: 494 metres
Volume of RCC: 614 m3x103
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 |
Cementitious material
Cement (kg/m3) |
---|
84 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
56 | Low-lime flyash (ASTM Class F) |
Details
Country: Zimbabwe
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Gwayi
Reservoir capacity: 634 m3x106
Construction Dates
Start of Project: 09/04
Start of RCC: 09/04
End of RCC: -/24
End of Project: -/25
Specifications
Height: 70 metres
Length: 305 metres
Volume of RCC: -
Total volume: 300 m3x103
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 |
---|---|
140 | Low-lime flyash (ASTM Class F) |
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