Dam Search Results
- Reservoir Capacity: 100 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) | |||||||
| Yangxishui Nº1 | China | H I | Yangxishui | 100 | 12/00 | 10/01 | 11/02 | 06/03 | 82 | 244 | 241 | 340 | V | (1) | V 0.75 | (1) (1)* | 0.70 | (12) | 300 | 300 | (F) | |||
| Hengxi | China | Yangxi | 100 | - /99 | - /00 | - /02 | - /03 | 82 | ||||||||||||||||
| Rompepicos en Corral des Palmas | Mexico | F | Santa Catarina | 100 | - /02 | 03/03 | - /03 | - /04 | 109 | 250 | 380 | 400 | V | (8) | V 0.85 | (5) (17) | 0.85 | (12) | 300 | 300 | 65 | 35 | (F) | |
| Wadi Dayqah | Oman | W | Wadi Dayqah | 100 | 08/06 | 01/08 | 04/09 | 11/09 | 75 | 410 | 590 | 650 | V | (3') | 0.75 | (3')* | 0.75 | (3')* | 300 | 1200 | 126 112 | 54 48 | (M) | |
| Francisco J. Múgica (formerly Nueva Italia) | Mexico | I | El Marqués | 100 | 03/08 | - /09 | - /10 | - /11 | 90 | 375 | 367 | 451 | V 0.30 | 1.00 | 1.00 | 300 | 300 | 65 | 0 | (-) - | ||||
| Los Panales | Mexico | W | Tecolotán | 100 | 01/11 | - /12 | - /13 | - /13 | 78 | 440 | 496 | 561 | 0.20 V | (5) | 0.80 | (3) | 0.80 | (3) | 300 | 300 | 110 | 0 | (N) | |
| Gaosheng | China | H | Hongduhe | 100 | - /16 | - /17 | - /18 | - /19 | 121 | |||||||||||||||
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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 / Irrigation
River: Yangxishui
Reservoir capacity: 100 m3x106
Construction Dates
Start of Project: 12/00
Start of RCC: 12/00
End of RCC: 11/02
End of Project: 06/03
Specifications
Height: 82 metres
Length: 244 metres
Volume of RCC: 241 m3x103
Total volume: 340 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.75 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.70 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| Low-lime flyash (ASTM Class F) | |
Details
Country: China
Owner: -
Type: Gravity
Purpose(s): unknown
River: Yangxi
Reservoir capacity: 100 m3x106
Construction Dates
Start of Project: -/99
Start of RCC: -/99
End of RCC: -/02
End of Project: -/03
Specifications
Height: 82 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: Mexico
Owner: -
Type: Gravity
Purpose(s): Flood Control
River: Santa Catarina
Reservoir capacity: 100 m3x106
Construction Dates
Start of Project: -/02
Start of RCC: -/02
End of RCC: -/03
End of Project: -/04
Specifications
Height: 109 metres
Length: 250 metres
Volume of RCC: 380 m3x103
Total volume: 400 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against precast concrete panels with geomembrane |
Downstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against precast concrete panels |
| 0.85 | Unformed face of RCC |
Spillway
| Slope | Type |
|---|---|
| 0.85 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 65 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 35 | Low-lime flyash (ASTM Class F) |
Details
Country: Oman
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Wadi Dayqah
Reservoir capacity: 100 m3x106
Construction Dates
Start of Project: 08/06
Start of RCC: 08/06
End of RCC: 04/09
End of Project: 11/09
Specifications
Height: 75 metres
Length: 410 metres
Volume of RCC: 590 m3x103
Total volume: 650 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 0.75 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.75 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 1200 |
Cementitious material
| Cement (kg/m3) |
|---|
| 126 |
| 112 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 54 | Milled sand |
| 48 |
Details
Country: Mexico
Owner: -
Type: Gravity
Purpose(s): Irrigation
River: El Marqués
Reservoir capacity: 100 m3x106
Construction Dates
Start of Project: 03/08
Start of RCC: 03/08
End of RCC: -/10
End of Project: -/11
Specifications
Height: 90 metres
Length: 375 metres
Volume of RCC: 367 m3x103
Total volume: 451 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | |
| 0.30 |
Downstream
| Slope | Type |
|---|---|
| 1.00 |
Spillway
| Slope | Type |
|---|---|
| 1.00 |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 65 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used - |
Details
Country: Mexico
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Tecolotán
Reservoir capacity: 100 m3x106
Construction Dates
Start of Project: 01/11
Start of RCC: 01/11
End of RCC: -/13
End of Project: -/13
Specifications
Height: 78 metres
Length: 440 metres
Volume of RCC: 496 m3x103
Total volume: 561 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.20 | Traditional concrete against precast concrete panels |
| Vertical |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.80 | RCC against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 110 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | Natural pozzolan (ASTM Class N) |
Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Hongduhe
Reservoir capacity: 100 m3x106
Construction Dates
Start of Project: -/16
Start of RCC: -/16
End of RCC: -/18
End of Project: -/19
Specifications
Height: 121 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 |
|---|---|
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