Dam Search Results
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) | |||||||
Changuinola 1 [A-G] | Panama | H | Changuinola | 347 | 04/07 | 12/09 | 04/11 | 10/11 | 105 | 595 | 884 | 910 | V | (3') | 0.50 0.70 | (3')* (3')* | 0.50 | (12) | 300 | 300 | 70 65 | 145 150 | (F) | |
Bajo Frío | Panama | H | Chiriqui Viejo | - /12 | - /13 | - /13 | - /14 | 56 | 406 | 87 | 272 | |||||||||||||
Bonyic | Panama | H | Bonyic | 1 | - /11 | - /13 | 08/14 | - /15 | 37 | 165 | 88 | |||||||||||||
San Bartolo | Panama | H | San Pablo | 39 | - /13 | - /14 | - /15 | - /16 | 41 | 371 | 77 | V | (3') | 0.85 | (3')* | 0.85 | (12) | 300 | 300 | 90 | 0 | (-) - |
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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: Panama
Owner: -
Type: Arch-Gravity
Purpose(s): Hydropower
River: Changuinola
Reservoir capacity: 347 m3x106
Construction Dates
Start of Project: 04/07
Start of RCC: 04/07
End of RCC: 04/11
End of Project: 10/11
Specifications
Height: 105 metres
Length: 595 metres
Volume of RCC: 884 m3x103
Total volume: 910 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
Slope | Type |
---|---|
0.50 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
0.70 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
Slope | Type |
---|---|
0.50 | Reinforced conventional concrete cast after RCC placement |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
70 |
65 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
145 | Low-lime flyash (ASTM Class F) |
150 |
Details
Country: Panama
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Chiriqui Viejo
Reservoir capacity: -
Construction Dates
Start of Project: -/12
Start of RCC: -/12
End of RCC: -/13
End of Project: -/14
Specifications
Height: 56 metres
Length: 406 metres
Volume of RCC: 87 m3x103
Total volume: 272 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: Panama
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Bonyic
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/11
Start of RCC: -/11
End of RCC: 08/14
End of Project: -/15
Specifications
Height: 37 metres
Length: 165 metres
Volume of RCC: -
Total volume: 88 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: Panama
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: San Pablo
Reservoir capacity: 39 m3x106
Construction Dates
Start of Project: -/13
Start of RCC: -/13
End of RCC: -/15
End of Project: -/16
Specifications
Height: 41 metres
Length: 371 metres
Volume of RCC: 77 m3x103
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
Slope | Type |
---|---|
0.85 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
Slope | Type |
---|---|
0.85 | Reinforced conventional concrete cast after RCC placement |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
90 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | No pozzolan used - |
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