Dam Search Results
- Volume
- Volume of RCC: 61 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) | |||||||
Rongdi | China | F H I | Dulanghe | 19 | 04/88 | 11/88 | 07/89 | 06/91 | 53 | 136 | 61 | 108 | V | (7) | 0.75 | (10) | 0.65 | (1) | 300 | 300 | 90 69 | 140 111 | (F) | |
Rio da Prata | Brazil | W | Da Prata | 42 | - /92 | 09/93 | 12/94 | - /95 | 26 | 405 | 61 | 75 | 300 | 300 | 80 | 0 | (-) - | |||||||
Cristalandia | Brazil | W | de Contas | 13 | - /05 | - /07 | - /09 | - /10 | 18 | 337 | 61 | 68 |
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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
River: Dulanghe
Reservoir capacity: 19 m3x106
Construction Dates
Start of Project: 04/88
Start of RCC: 04/88
End of RCC: 07/89
End of Project: 06/91
Specifications
Height: 53 metres
Length: 136 metres
Volume of RCC: 61 m3x103
Total volume: 108 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against precast concrete panels |
Downstream
Slope | Type |
---|---|
0.75 | RCC against precast concrete blocks |
Spillway
Slope | Type |
---|---|
0.65 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
90 |
69 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
140 | Low-lime flyash (ASTM Class F) |
111 |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Da Prata
Reservoir capacity: 42 m3x106
Construction Dates
Start of Project: -/92
Start of RCC: -/92
End of RCC: 12/94
End of Project: -/95
Specifications
Height: 26 metres
Length: 405 metres
Volume of RCC: 61 m3x103
Total volume: 75 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
[stepped face] |
Spillway
Slope | Type |
---|---|
[stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
80 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | No pozzolan used - |
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: de Contas
Reservoir capacity: 13 m3x106
Construction Dates
Start of Project: -/05
Start of RCC: -/05
End of RCC: -/09
End of Project: -/10
Specifications
Height: 18 metres
Length: 337 metres
Volume of RCC: 61 m3x103
Total volume: 68 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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