Dam Search Results
- Volume
- Volume of RCC: 81 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) | |||||||
| San Rafael | Mexico | F H | Santiago | 26 | 11/93 | 05/94 | 07/94 | 07/94 | 48 | 176 | 81 | 110 | V | (5) | 0.66 0.80 | (3)* | separate | 300 | 300 | 90 | 130 | (N) | ||
| Maobaguan [A] | China | H | Renhe | 2 | - /00 | - /02 | - /03 | - /04 | 66 | 120 | 81 | 106 | ||||||||||||
| Santo Antonio | Brazil | H | Rio Grande | 17 | - /09 | - /10 | - /11 | 02/12 | 44 | 285 | 81 | 105 | ||||||||||||
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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: Mexico
Owner: -
Type: Gravity
Purpose(s): Flood Control / Hydropower
River: Santiago
Reservoir capacity: 26 m3x106
Construction Dates
Start of Project: 11/93
Start of RCC: 11/93
End of RCC: 07/94
End of Project: 07/94
Specifications
Height: 48 metres
Length: 176 metres
Volume of RCC: 81 m3x103
Total volume: 110 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| 0.66 | RCC against formwork [stepped face] |
| 0.80 |
Spillway
| Slope | Type |
|---|---|
| separate |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 90 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 130 | Natural pozzolan (ASTM Class N) |
Details
Country: China
Owner: -
Type: Thin Arch
Purpose(s): Hydropower
River: Renhe
Reservoir capacity: 2 m3x106
Construction Dates
Start of Project: -/00
Start of RCC: -/00
End of RCC: -/03
End of Project: -/04
Specifications
Height: 66 metres
Length: 120 metres
Volume of RCC: 81 m3x103
Total volume: 106 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: Rio Grande
Reservoir capacity: 17 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: -/11
End of Project: 02/12
Specifications
Height: 44 metres
Length: 285 metres
Volume of RCC: 81 m3x103
Total volume: 105 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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