Dam Search Results
- Dimensions
- Height: 60 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) | |||||||
Shuangxi | China | F H I W | Meixihe | 95 | 01/95 | 03/96 | 10/97 | 12/97 | 60 | 221 | 113 | 172 | V | (9) | 0.80 | (1) | 0.78 | (1) | 300 | 300 | 90 55 | 110 105 | (F) | |
Tannur | Jordan | I | Wadi al Hasa | 17 | 02/99 | 12/99 | 12/00 | 09/01 | 60 | 270 | 250 | 250 | V 1.00 | (3') | 0.80 | (3')* | 0.80 | (3')* | 300 | 1200 | 125 120 | 75 50 | (N) | |
Taishir | Mongolia | H I W | Zabkhan | 930 | 02/05 | 05/06 | 06/07 | 12/07 | 60 | 200 | 210 | 250 | V | (2) | 0.72 | (1)* | 0.72 | (12)* | 333 | 333 | 75 | 0 | (-) - | |
Barra do Coqueiros | Brazil | H W | Claro | 1 | 08/07 | - /08 | - /09 | 07/10 | 60 | 1670 | 172 | 282 | ||||||||||||
Akköy II (Aladereçam) | Turkey | H | Karaovacik | 14 | - /07 | 05/11 | 09/12 | - /13 | 60 | 260 | 226 | 306 | V | (1) | 0.80 | (1) | 0.80 | (12) | 300 | 300 | 85 | 85 | (N) | |
Zhongqiao | China | Ren | 99 | - /10 | - /11 | - /12 | - /12 | 60 | ||||||||||||||||
Cheshmeh Ashegh | Iran | F I W | Cheshmeh Ashegh | 62 | 06/10 | 10/11 | 05/14 | 03/17 | 60 | 375 | 130 | 250 | (1) | (1) | (12) | 300 | 600 - 900 | 120 | 80 | (N) | ||||
Daoliuhe [A] | China | Daoliuhe | 123 | - /12 | - /13 | - /14 | - /15 | 60 | 187 | |||||||||||||||
Shahri-koor | Iran | Barisan (nahang) | 103 | - /12 | - /15 | - /19 | - /21 | 60 | 326 | 330 |
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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): Flood Control / Hydropower / Irrigation / Water Supply
River: Meixihe
Reservoir capacity: 95 m3x106
Construction Dates
Start of Project: 01/95
Start of RCC: 01/95
End of RCC: 10/97
End of Project: 12/97
Specifications
Height: 60 metres
Length: 221 metres
Volume of RCC: 113 m3x103
Total volume: 172 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against precast concrete panels with hot poured membrane |
Downstream
Slope | Type |
---|---|
0.80 | Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
0.78 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
90 |
55 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
110 | Low-lime flyash (ASTM Class F) |
105 |
Details
Country: Jordan
Owner: -
Type: Gravity
Purpose(s): Irrigation
River: Wadi al Hasa
Reservoir capacity: 17 m3x106
Construction Dates
Start of Project: 02/99
Start of RCC: 02/99
End of RCC: 12/00
End of Project: 09/01
Specifications
Height: 60 metres
Length: 270 metres
Volume of RCC: 250 m3x103
Total volume: 250 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against formwork (GEVR/GE-RCC) |
1.00 |
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 | 1200 |
Cementitious material
Cement (kg/m3) |
---|
125 |
120 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
75 | Natural pozzolan (ASTM Class N) |
50 |
Details
Country: Mongolia
Owner: -
Type: Gravity
Purpose(s): Hydropower / Irrigation / Water Supply
River: Zabkhan
Reservoir capacity: 930 m3x106
Construction Dates
Start of Project: 02/05
Start of RCC: 02/05
End of RCC: 06/07
End of Project: 12/07
Specifications
Height: 60 metres
Length: 200 metres
Volume of RCC: 210 m3x103
Total volume: 250 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork with external geomembrane |
Downstream
Slope | Type |
---|---|
0.72 | Traditional concrete against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.72 | Reinforced conventional concrete cast after RCC placement [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
333 | 333 |
Cementitious material
Cement (kg/m3) |
---|
75 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | No pozzolan used - |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower / Water Supply
River: Claro
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 08/07
Start of RCC: 08/07
End of RCC: -/09
End of Project: 07/10
Specifications
Height: 60 metres
Length: 1670 metres
Volume of RCC: 172 m3x103
Total volume: 282 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: Gravity
Purpose(s): Hydropower
River: Karaovacik
Reservoir capacity: 14 m3x106
Construction Dates
Start of Project: -/07
Start of RCC: -/07
End of RCC: 09/12
End of Project: -/13
Specifications
Height: 60 metres
Length: 260 metres
Volume of RCC: 226 m3x103
Total volume: 306 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 | 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 |
---|---|
85 | Natural pozzolan (ASTM Class N) |
Details
Country: China
Owner: -
Type: Gravity
Purpose(s): unknown
River: Ren
Reservoir capacity: 99 m3x106
Construction Dates
Start of Project: -/10
Start of RCC: -/10
End of RCC: -/12
End of Project: -/12
Specifications
Height: 60 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: Iran
Owner: -
Type: Gravity
Purpose(s): Flood Control / Irrigation / Water Supply
River: Cheshmeh Ashegh
Reservoir capacity: 62 m3x106
Construction Dates
Start of Project: 06/10
Start of RCC: 06/10
End of RCC: 05/14
End of Project: 03/17
Specifications
Height: 60 metres
Length: 375 metres
Volume of RCC: 130 m3x103
Total volume: 250 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
Reinforced conventional concrete cast after RCC placement |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 600 - |
900 |
Cementitious material
Cement (kg/m3) |
---|
120 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
80 | Natural pozzolan (ASTM Class N) |
Details
Country: China
Owner: -
Type: Thin Arch
Purpose(s): unknown
River: Daoliuhe
Reservoir capacity: 123 m3x106
Construction Dates
Start of Project: -/12
Start of RCC: -/12
End of RCC: -/14
End of Project: -/15
Specifications
Height: 60 metres
Length: 187 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: Iran
Owner: -
Type: Gravity
Purpose(s): unknown
River: Barisan (nahang)
Reservoir capacity: 103 m3x106
Construction Dates
Start of Project: -/12
Start of RCC: -/12
End of RCC: -/19
End of Project: -/21
Specifications
Height: 60 metres
Length: 326 metres
Volume of RCC: -
Total volume: 330 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 |
---|---|
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