Dam Search Results
- Dimensions
- Height: 75 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) | |||||||
Tashkumyr | Kyrgyzstan | H I | Naryn | 140 | - /82 | 03/87 | 12/89 | 12/90 | 75 | 320 | 100 | 1300 | V | (1) | 0.78 | (1) | 0.78 | (1) | 400 | 400 | 90 | 30 | (N) | |
Puding [A] | China | H I W | Sanchahe | 377 | 03/89 | 06/92 | 05/93 | 02/94 | 75 | 196 | 103 | 137 | V | (1) | 0.35 | (1) | ogee 0.35 | (1) (1) | 300 | 300 | 85 54 | 103 99 | (F) | |
Suoshai | China | H | Sancha | 420 | - /89 | - /90 | - /93 | - /94 | 75 | 196 | 88 | |||||||||||||
Yoshida | Japan | F W | Yoshida | 2 | 07/91 | 07/93 | 02/95 | 03/96 | 75 | 218 | 265 | 304 | V | (1) | 0.75 | (1) | 0.75 | (1) | 250 | 750 | 84 | 36 | (F) | |
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) | |
Baisha | China | F H | Wanshou | 199 | - /04 | - /05 | - /06 | - /06 | 75 | 172 | 211 | 239 | ||||||||||||
Maojiahe | China | H | Beipan | 13 | - /06 | - /07 | - /08 | - /08 | 75 | 1166 | ||||||||||||||
Wadi Dayqah | Oman | W | Wadi Dayqah | 100 | 08/06 | 01/08 | 04/09 | 11/09 | 75 | 410 | 590 | 650 | V | (3') | 0.75 | (3')* | 0.75 | (3')* | 300 | 1200 | 126 112 | 54 48 | (M) | |
Abou Al Abbas Sebti (formerly Taskourt) | Morocco | I W | Al Mal | 25 | 01/08 | 04/09 | 09/10 | 04/11 | 75 | 408 | 415 | 490 | V | (5) | 0.80 | (1)* | 0.80 | (1)* | 300 | 300 | 73 | 32 | (N) | |
Naen [A] | China | H | Baidu | 22 | - /06 | - /09 | - /10 | - /11 | 75 | 217 | ||||||||||||||
Manghekou | China | Baimang | 11 | - /07 | - /09 | - /10 | - /11 | 75 | 215 | 249 | ||||||||||||||
Lidi | China | H | Lancang | 75 | - /10 | - /14 | - /18 | - /19 | 75 | 346 | 1100 | |||||||||||||
Cisokan PSS (Lower dam) | Indonesia | H | Cisokan | 10 | - /20 | 05/22 | 06/23 | 08/24 | 75 | 294 | 529 | 566 | 300 | 300 | 40 | 60 | ||||||||
El Carmen | Nicaragua | H | Grande de Matagalpa | - /19 | - /21 | - /23 | - /24 | 75 | 0.70 1.00 | (5) (5) | 0.70 1.00 | (1)* (1)* | 0.70 | (1)* | ||||||||||
Ntabalanga | South Africa | I W | Itsitsa | 09/19 | 07/22 | 10/24 | 05/25 | 75 | 240 |
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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: Kyrgyzstan
Owner: -
Type: Gravity
Purpose(s): Hydropower / Irrigation
River: Naryn
Reservoir capacity: 140 m3x106
Construction Dates
Start of Project: -/82
Start of RCC: -/82
End of RCC: 12/89
End of Project: 12/90
Specifications
Height: 75 metres
Length: 320 metres
Volume of RCC: 100 m3x103
Total volume: 1300 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.78 | Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
0.78 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
400 | 400 |
Cementitious material
Cement (kg/m3) |
---|
90 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
30 | Natural pozzolan (ASTM Class N) |
Details
Country: China
Owner: -
Type: Thin Arch
Purpose(s): Hydropower / Irrigation / Water Supply
River: Sanchahe
Reservoir capacity: 377 m3x106
Construction Dates
Start of Project: 03/89
Start of RCC: 03/89
End of RCC: 05/93
End of Project: 02/94
Specifications
Height: 75 metres
Length: 196 metres
Volume of RCC: 103 m3x103
Total volume: 137 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.35 | Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
ogee | Traditional concrete against formwork |
0.35 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
85 |
54 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
103 | Low-lime flyash (ASTM Class F) |
99 |
Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Sancha
Reservoir capacity: 420 m3x106
Construction Dates
Start of Project: -/89
Start of RCC: -/89
End of RCC: -/93
End of Project: -/94
Specifications
Height: 75 metres
Length: 196 metres
Volume of RCC: -
Total volume: 88 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: Japan
Owner: -
Type: Gravity
Purpose(s): Flood Control / Water Supply
River: Yoshida
Reservoir capacity: 2 m3x106
Construction Dates
Start of Project: 07/91
Start of RCC: 07/91
End of RCC: 02/95
End of Project: 03/96
Specifications
Height: 75 metres
Length: 218 metres
Volume of RCC: 265 m3x103
Total volume: 304 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | 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) |
---|---|
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): 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 |
Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Flood Control / Hydropower
River: Wanshou
Reservoir capacity: 199 m3x106
Construction Dates
Start of Project: -/04
Start of RCC: -/04
End of RCC: -/06
End of Project: -/06
Specifications
Height: 75 metres
Length: 172 metres
Volume of RCC: 211 m3x103
Total volume: 239 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: Beipan
Reservoir capacity: 13 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/08
End of Project: -/08
Specifications
Height: 75 metres
Length: 1166 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: Oman
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Wadi Dayqah
Reservoir capacity: 100 m3x106
Construction Dates
Start of Project: 08/06
Start of RCC: 08/06
End of RCC: 04/09
End of Project: 11/09
Specifications
Height: 75 metres
Length: 410 metres
Volume of RCC: 590 m3x103
Total volume: 650 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
Slope | Type |
---|---|
0.75 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
Slope | Type |
---|---|
0.75 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 1200 |
Cementitious material
Cement (kg/m3) |
---|
126 |
112 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
54 | Milled sand |
48 |
Details
Country: Morocco
Owner: -
Type: Gravity
Purpose(s): Irrigation / Water Supply
River: Al Mal
Reservoir capacity: 25 m3x106
Construction Dates
Start of Project: 01/08
Start of RCC: 01/08
End of RCC: 09/10
End of Project: 04/11
Specifications
Height: 75 metres
Length: 408 metres
Volume of RCC: 415 m3x103
Total volume: 490 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | 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) |
---|
73 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
32 | Natural pozzolan (ASTM Class N) |
Details
Country: China
Owner: -
Type: Thin Arch
Purpose(s): Hydropower
River: Baidu
Reservoir capacity: 22 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/10
End of Project: -/11
Specifications
Height: 75 metres
Length: 217 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: China
Owner: -
Type: Gravity
Purpose(s): unknown
River: Baimang
Reservoir capacity: 11 m3x106
Construction Dates
Start of Project: -/07
Start of RCC: -/07
End of RCC: -/10
End of Project: -/11
Specifications
Height: 75 metres
Length: 215 metres
Volume of RCC: -
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 |
---|---|
Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Lancang
Reservoir capacity: 75 m3x106
Construction Dates
Start of Project: -/10
Start of RCC: -/10
End of RCC: -/18
End of Project: -/19
Specifications
Height: 75 metres
Length: 346 metres
Volume of RCC: -
Total volume: 1100 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: Indonesia
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Cisokan
Reservoir capacity: 10 m3x106
Construction Dates
Start of Project: -/20
Start of RCC: -/20
End of RCC: 06/23
End of Project: 08/24
Specifications
Height: 75 metres
Length: 294 metres
Volume of RCC: 529 m3x103
Total volume: 566 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) |
---|
40 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
60 | |
Details
Country: Nicaragua
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Grande de Matagalpa
Reservoir capacity: -
Construction Dates
Start of Project: -/19
Start of RCC: -/19
End of RCC: -/23
End of Project: -/24
Specifications
Height: 75 metres
Length: -
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.70 | Traditional concrete against precast concrete panels |
1.00 | Traditional concrete against precast concrete panels |
Downstream
Slope | Type |
---|---|
0.70 | Traditional concrete against formwork [stepped face] |
1.00 | Traditional concrete against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.70 | Traditional concrete against formwork [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: South Africa
Owner: -
Type: Gravity
Purpose(s): Irrigation / Water Supply
River: Itsitsa
Reservoir capacity: -
Construction Dates
Start of Project: 09/19
Start of RCC: 09/19
End of RCC: 10/24
End of Project: 05/25
Specifications
Height: 75 metres
Length: 240 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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