Dam Search Results
- Volume
- Volume of RCC: 210 m3x103
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) | |||||||
Gaobazhou | China | F H N | Qingjiang | 536 | 05/97 | 11/98 | 04/00 | 01/01 | 57 | 440 | 210 | 940 | V | (9) | 0.75 | (1) | 0.75 | (1) | 300 | 300 | 123 86 | 100 86 | (F) | |
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 | (-) - | |
Saladillo | Argentina | W | Quinto | 02/09 | 09/09 | 09/10 | 01/11 | 79 | 487 | 210 | 249 | (5) | (5) |
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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 / Navigation
River: Qingjiang
Reservoir capacity: 536 m3x106
Construction Dates
Start of Project: 05/97
Start of RCC: 05/97
End of RCC: 04/00
End of Project: 01/01
Specifications
Height: 57 metres
Length: 440 metres
Volume of RCC: 210 m3x103
Total volume: 940 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against precast concrete panels with hot poured membrane |
Downstream
Slope | Type |
---|---|
0.75 | Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
0.75 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
123 |
86 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
100 | Low-lime flyash (ASTM Class F) |
86 |
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: Argentina
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Quinto
Reservoir capacity: -
Construction Dates
Start of Project: 02/09
Start of RCC: 02/09
End of RCC: 09/10
End of Project: 01/11
Specifications
Height: 79 metres
Length: 487 metres
Volume of RCC: 210 m3x103
Total volume: 249 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Traditional concrete against precast concrete panels |
Downstream
Slope | Type |
---|---|
Traditional concrete against precast concrete panels |
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
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