Dam Search Results
- Dimensions
- Height: 72 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) | |||||||
Nunome | Japan | F W | Nunome | 17 | 05/86 | 01/88 | 10/88 | 12/89 | 72 | 322 | 110 | 330 | V 0.40 | (1) (1) | 0.76 | (1) | 0.76 | (1) | 250 | 750 | 78 | 42 | (F) | |
Ohnagami | Japan | F I W | Sutu | 19 | 03/93 | 04/98 | 04/00 | 03/03 | 72 | 334 | 284 | 362 | V 0.25 | (1) (1) | 0.79 | (1) | 0.79 | (1) | 250 | 750 | 84 | 36 | (F) | |
Tongkou | China | H | Tongkouhe | 36 | 10/98 | - /02 | - /04 | - /04 | 72 | 198 | 300 | 352 | V | (1) | 1.10 | (1) | ogee | (1) | 300 | 300 | (F) | |||
Sanjiang [A] | China | Sanjainghe | 7 | - /02 | - /03 | - /04 | - /04 | 72 | 138 | 38 | ||||||||||||||
Shuhe | China | H | Hanjiang | 176 | - /06 | - /07 | - /08 | - /09 | 72 | |||||||||||||||
Santa Clara Almorés-MG | Brazil | H | Mucuri | 151 | - /07 | - /08 | - /09 | - /10 | 72 | 242 | 520 | 600 | 300 | 300 | 0 | |||||||||
Shaizhu [A] | China | H | Xima | 3 | - /06 | - /08 | - /10 | - /11 | 72 | 160 | 100 | |||||||||||||
Saizhu [A] | China | H | Xima | 3 | 04/06 | - /09 | - /10 | - /11 | 72 | 160 | 107 | 115 | curve | (3') | curve | (3') | (3) | |||||||
Güllübag | Turkey | H | Çoruh | 21 | 05/09 | 02/11 | 06/11 | 02/12 | 72 | 97 | 160 | 175 | V | (1) | 0.50 0.70 | (1) (1) | 0.70 | (12) | 300 | 300 | 70 | 70 | (F) | |
Kahe | China | W | 20 | - /12 | - /13 | - /14 | - /15 | 72 | ||||||||||||||||
Boqaata | Lebanon | W | Boqaata | 6 | 07/12 | 04/15 | 12/16 | 12/21 | 72 | 222 | 200 | 255 | V 0.80 | (12) | 0.80 | (3')* | 0.80 | (3')* | 300 | 300 | 90 | 0 | (-) - | |
Dong Nai 5 | Vietnam | H | Dong Nai | - /10 | - /12 | - /16 | - /18 | 72 | 471 |
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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: Japan
Owner: -
Type: Gravity
Purpose(s): Flood Control / Water Supply
River: Nunome
Reservoir capacity: 17 m3x106
Construction Dates
Start of Project: 05/86
Start of RCC: 05/86
End of RCC: 10/88
End of Project: 12/89
Specifications
Height: 72 metres
Length: 322 metres
Volume of RCC: 110 m3x103
Total volume: 330 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
0.40 | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.76 | Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
0.76 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
250 | 750 |
Cementitious material
Cement (kg/m3) |
---|
78 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
42 | Low-lime flyash (ASTM Class F) |
Details
Country: Japan
Owner: -
Type: Gravity
Purpose(s): Flood Control / Irrigation / Water Supply
River: Sutu
Reservoir capacity: 19 m3x106
Construction Dates
Start of Project: 03/93
Start of RCC: 03/93
End of RCC: 04/00
End of Project: 03/03
Specifications
Height: 72 metres
Length: 334 metres
Volume of RCC: 284 m3x103
Total volume: 362 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
0.25 | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.79 | Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
0.79 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
250 | 750 |
Cementitious material
Cement (kg/m3) |
---|
84 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
36 | Low-lime flyash (ASTM Class F) |
Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Tongkouhe
Reservoir capacity: 36 m3x106
Construction Dates
Start of Project: 10/98
Start of RCC: 10/98
End of RCC: -/04
End of Project: -/04
Specifications
Height: 72 metres
Length: 198 metres
Volume of RCC: 300 m3x103
Total volume: 352 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
1.10 | Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
ogee | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Low-lime flyash (ASTM Class F) | |
Details
Country: China
Owner: -
Type: Thin Arch
Purpose(s): unknown
River: Sanjainghe
Reservoir capacity: 7 m3x106
Construction Dates
Start of Project: -/02
Start of RCC: -/02
End of RCC: -/04
End of Project: -/04
Specifications
Height: 72 metres
Length: 138 metres
Volume of RCC: -
Total volume: 38 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: China
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Hanjiang
Reservoir capacity: 176 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/08
End of Project: -/09
Specifications
Height: 72 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: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Mucuri
Reservoir capacity: 151 m3x106
Construction Dates
Start of Project: -/07
Start of RCC: -/07
End of RCC: -/09
End of Project: -/10
Specifications
Height: 72 metres
Length: 242 metres
Volume of RCC: 520 m3x103
Total volume: 600 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) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | |
Details
Country: China
Owner: -
Type: Thin Arch
Purpose(s): Hydropower
River: Xima
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/10
End of Project: -/11
Specifications
Height: 72 metres
Length: 160 metres
Volume of RCC: -
Total volume: 100 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: China
Owner: -
Type: Thin Arch
Purpose(s): Hydropower
River: Xima
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: 04/06
Start of RCC: 04/06
End of RCC: -/10
End of Project: -/11
Specifications
Height: 72 metres
Length: 160 metres
Volume of RCC: 107 m3x103
Total volume: 115 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
curve | RCC against formwork (GEVR/GE-RCC) |
Downstream
Slope | Type |
---|---|
curve | RCC against formwork (GEVR/GE-RCC) |
Spillway
Slope | Type |
---|---|
RCC against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Turkey
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Çoruh
Reservoir capacity: 21 m3x106
Construction Dates
Start of Project: 05/09
Start of RCC: 05/09
End of RCC: 06/11
End of Project: 02/12
Specifications
Height: 72 metres
Length: 97 metres
Volume of RCC: 160 m3x103
Total volume: 175 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.50 | Traditional concrete against formwork |
0.70 | Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
0.70 | Reinforced conventional concrete cast after RCC placement |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
70 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
70 | Low-lime flyash (ASTM Class F) |
Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: -
Reservoir capacity: 20 m3x106
Construction Dates
Start of Project: -/12
Start of RCC: -/12
End of RCC: -/14
End of Project: -/15
Specifications
Height: 72 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: Lebanon
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Boqaata
Reservoir capacity: 6 m3x106
Construction Dates
Start of Project: 07/12
Start of RCC: 07/12
End of RCC: 12/16
End of Project: 12/21
Specifications
Height: 72 metres
Length: 222 metres
Volume of RCC: 200 m3x103
Total volume: 255 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Reinforced conventional concrete cast after RCC placement |
0.80 |
Downstream
Slope | Type |
---|---|
0.80 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
Slope | Type |
---|---|
0.80 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
90 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | No pozzolan used - |
Details
Country: Vietnam
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Dong Nai
Reservoir capacity: -
Construction Dates
Start of Project: -/10
Start of RCC: -/10
End of RCC: -/16
End of Project: -/18
Specifications
Height: 72 metres
Length: 471 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 |
---|---|
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