Dam Search Results
- Reservoir Capacity: 9 m3x106
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) | |||||||
Gantangping | China | H | Yonghe | 9 | - /84 | - /86 | - /88 | - /90 | 52 | 180 | 220 | (F) | ||||||||||||
Asari | Japan | F W | Asari | 9 | 07/86 | 10/87 | 09/90 | 03/93 | 74 | 390 | 259 | 517 | V 0.30 | (1) (1) | 0.80 | (1) | 0.80 | (1) | 180 | 500 | 96 | 24 | (F) | |
Xibingxi [A-G] | China | H W | Longshanxi | 9 | 08/93 | 12/94 | 07/95 | 10/95 | 64 | 93 | 25 | 33 | V 0.08 | (4) (4) | 0.65 | (3) | ogee 0.65 | (13) | 300 - 350 | 300 - 350 | 80 79 | 120 105 | (F) | |
Shimagawa | Japan | F W | Shima | 9 | 03/91 | - /94 | 05/96 | 03/98 | 90 | 330 | 390 | 516 | V 0.50 | (1) (1) | 0.80 | (1) | 0.80 | (1) | 250 | 750 | 84 | 36 | (F) | |
Suçati | Turkey | H | Güredin Creek | 9 | 01/98 | 02/99 | 10/99 | 10/99 | 36 | 192 | 55 | 60 | V | (7) | 0.80 | (7) | 0.80 | (12) | 300 | 300 | 50 | 100 | (S) | |
Wala | Jordan | G | Wala | 9 | 01/99 | 10/00 | 04/02 | 04/03 | 52 | 300 | 240 | 260 | 0.30 | (1) | 0.70 | (1)* | 0.70 | (1)* | 300 | 300 | 120 100 | 0 0 | (-) - | |
Yujiankou | China | H | Longhe | 9 | 08/01 | - /03 | - /04 | - /05 | 50 | 156 | 118 | 147 | V | (3') | 0.70 | (3') | 0.85 | (1) | (F) | |||||
Engenheiro Henrique Kotzian | Brazil | H | Ivaí | 9 | - /06 | - /07 | - /08 | 04/09 | 34 | 107 | 58 | 76 | ||||||||||||
Rodeio Bonito | Brazil | H | Irani | 9 | - /06 | - /07 | - /08 | 01/10 | 32 | 223 | 59 | V | 0.85 | 0.85 | ||||||||||
Karamürsel Ihsaniye | Turkey | I W | Suludere | 9 | 03/16 | 07/17 | 09/19 | 10/19 | 69 | 212 | 130 | 185 | 0.10 | (1) | 0.80 | (1) | 300 | 300 | 75 | 45 | (F) | |||
Tersun | Turkey | I | Tersun | 9 | - /16 | - /20 | - /22 | - /24 | 54 | 273 | 205 | 0.05 | (1) | 0.80 | (1) |
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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: China
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Yonghe
Reservoir capacity: 9 m3x106
Construction Dates
Start of Project: -/84
Start of RCC: -/84
End of RCC: -/88
End of Project: -/90
Specifications
Height: 52 metres
Length: 180 metres
Volume of RCC: -
Total volume: 220 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: Japan
Owner: -
Type: Gravity
Purpose(s): Flood Control / Water Supply
River: Asari
Reservoir capacity: 9 m3x106
Construction Dates
Start of Project: 07/86
Start of RCC: 07/86
End of RCC: 09/90
End of Project: 03/93
Specifications
Height: 74 metres
Length: 390 metres
Volume of RCC: 259 m3x103
Total volume: 517 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
0.30 | 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) |
---|---|
180 | 500 |
Cementitious material
Cement (kg/m3) |
---|
96 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
24 | Low-lime flyash (ASTM Class F) |
Details
Country: China
Owner: -
Type: Arch-Gravity
Purpose(s): Hydropower / Water Supply
River: Longshanxi
Reservoir capacity: 9 m3x106
Construction Dates
Start of Project: 08/93
Start of RCC: 08/93
End of RCC: 07/95
End of Project: 10/95
Specifications
Height: 64 metres
Length: 93 metres
Volume of RCC: 25 m3x103
Total volume: 33 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against formwork with external geomembrane |
0.08 | RCC against formwork with external geomembrane |
Downstream
Slope | Type |
---|---|
0.65 | RCC against formwork |
Spillway
Slope | Type |
---|---|
ogee | Reinforced concrete cast against precast units or slip-formed facing elements |
0.65 |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 - | 300 - |
350 | 350 |
Cementitious material
Cement (kg/m3) |
---|
80 |
79 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
120 | Low-lime flyash (ASTM Class F) |
105 |
Details
Country: Japan
Owner: -
Type: Gravity
Purpose(s): Flood Control / Water Supply
River: Shima
Reservoir capacity: 9 m3x106
Construction Dates
Start of Project: 03/91
Start of RCC: 03/91
End of RCC: 05/96
End of Project: 03/98
Specifications
Height: 90 metres
Length: 330 metres
Volume of RCC: 390 m3x103
Total volume: 516 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
0.50 | 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 |
Cementitious material
Cement (kg/m3) |
---|
84 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
36 | Low-lime flyash (ASTM Class F) |
Details
Country: Turkey
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Güredin Creek
Reservoir capacity: 9 m3x106
Construction Dates
Start of Project: 01/98
Start of RCC: 01/98
End of RCC: 10/99
End of Project: 10/99
Specifications
Height: 36 metres
Length: 192 metres
Volume of RCC: 55 m3x103
Total volume: 60 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against precast concrete panels |
Downstream
Slope | Type |
---|---|
0.80 | RCC against precast concrete panels |
Spillway
Slope | Type |
---|---|
0.80 | Reinforced conventional concrete cast after RCC placement |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
50 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
100 | Ground-granulated blast-furnace slag |
Details
Country: Jordan
Owner: -
Type: Gravity
Purpose(s): Groundwater Recharge
River: Wala
Reservoir capacity: 9 m3x106
Construction Dates
Start of Project: 01/99
Start of RCC: 01/99
End of RCC: 04/02
End of Project: 04/03
Specifications
Height: 52 metres
Length: 300 metres
Volume of RCC: 240 m3x103
Total volume: 260 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.30 | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.70 | Traditional concrete against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.70 | Traditional concrete against formwork [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
120 |
100 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | No pozzolan used - |
0 |
Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Longhe
Reservoir capacity: 9 m3x106
Construction Dates
Start of Project: 08/01
Start of RCC: 08/01
End of RCC: -/04
End of Project: -/05
Specifications
Height: 50 metres
Length: 156 metres
Volume of RCC: 118 m3x103
Total volume: 147 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
Slope | Type |
---|---|
0.70 | RCC against formwork (GEVR/GE-RCC) |
Spillway
Slope | Type |
---|---|
0.85 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Low-lime flyash (ASTM Class F) | |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Ivaí
Reservoir capacity: 9 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/08
End of Project: 04/09
Specifications
Height: 34 metres
Length: 107 metres
Volume of RCC: 58 m3x103
Total volume: 76 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: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Irani
Reservoir capacity: 9 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/08
End of Project: 01/10
Specifications
Height: 32 metres
Length: 223 metres
Volume of RCC: -
Total volume: 59 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical |
Downstream
Slope | Type |
---|---|
0.85 |
Spillway
Slope | Type |
---|---|
0.85 |
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
Details
Country: Turkey
Owner: -
Type: Gravity
Purpose(s): Irrigation / Water Supply
River: Suludere
Reservoir capacity: 9 m3x106
Construction Dates
Start of Project: 03/16
Start of RCC: 03/16
End of RCC: 09/19
End of Project: 10/19
Specifications
Height: 69 metres
Length: 212 metres
Volume of RCC: 130 m3x103
Total volume: 185 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.10 | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
75 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
45 | Low-lime flyash (ASTM Class F) |
Details
Country: Turkey
Owner: -
Type: Gravity
Purpose(s): Irrigation
River: Tersun
Reservoir capacity: 9 m3x106
Construction Dates
Start of Project: -/16
Start of RCC: -/16
End of RCC: -/22
End of Project: -/24
Specifications
Height: 54 metres
Length: 273 metres
Volume of RCC: 205 m3x103
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.05 | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
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