Dam Search Results
- Volume
- Volume of RCC: 48 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) | |||||||
| Pak Mun | Thailand | Electricity Generating Authority of Thailand (EGAT) | H | Mun | 04/91 | 12/93 | 03/94 | 06/94 | 26 | 323 | 48 | 50 | V V | (13) (15) | V 0.80 | (13) (15) | separate | 300 | 300 | 58 | 124 | (F) | ||
| Pajarito Canyon | USA | US Department of Energy (Los Alamos Lab.)/US Army Corps of Engineers | F | Pajarito | 8 | 06/00 | 07/00 | 08/00 | 09/00 | 36 | 112 | 48 | 48 | V | (15) | 1.00 | (17) | conduit | 300 | 300 | 148 | 0 | (-) | |
| Cudi-Circip | Turkey | DSI - State Hydraulic Works | W | Circip | 2 | - /16 | - /17 | - /18 | - /19 | 30 | 213 | 48 | 59 | 0.10 | (1) | 0.80 | (1) | 0.80 | (12) | 300 | 1200 | 98 | 52 | |
| Babus | Turkey | DSI - State Hydraulic Works | I | Fındıklı Creek | 1 | 06/18 | - /21 | - /22 | 09/23 | 35 | 229 | 48 | V | (1) | 0.80 | (1)* | ||||||||
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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: Thailand
Owner: Electricity Generating Authority of Thailand (EGAT)
Type: Gravity
Purpose(s): Hydropower
River: Mun
Reservoir capacity: -
Construction Dates
Start of Project: 04/91
Start of RCC: 04/91
End of RCC: 03/94
End of Project: 06/94
Specifications
Height: 26 metres
Length: 323 metres
Volume of RCC: 48 m3x103
Total volume: 50 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Reinforced concrete cast against precast units or slip-formed facing elements |
| Vertical | RCC supported by fill shoulders |
Downstream
| Slope | Type |
|---|---|
| Vertical | Reinforced concrete cast against precast units or slip-formed facing elements |
| 0.80 | RCC supported by fill shoulders |
Spillway
| Slope | Type |
|---|---|
| separate |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 58 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 124 | Low-lime flyash (ASTM Class F) |
Details
Country: USA
Owner: US Department of Energy (Los Alamos Lab.)/US Army Corps of Engineers
Type: Gravity
Purpose(s): Flood Control
River: Pajarito
Reservoir capacity: 8 m3x106
Construction Dates
Start of Project: 06/00
Start of RCC: 06/00
End of RCC: 08/00
End of Project: 09/00
Specifications
Height: 36 metres
Length: 112 metres
Volume of RCC: 48 m3x103
Total volume: 48 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC supported by fill shoulders |
Downstream
| Slope | Type |
|---|---|
| 1.00 | Unformed face of RCC |
Spillway
| Slope | Type |
|---|---|
| conduit |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 148 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used |
Details
Country: Turkey
Owner: DSI - State Hydraulic Works
Type: Gravity
Purpose(s): Water Supply
River: Circip
Reservoir capacity: 2 m3x106
Construction Dates
Start of Project: -/16
Start of RCC: -/16
End of RCC: -/18
End of Project: -/19
Specifications
Height: 30 metres
Length: 213 metres
Volume of RCC: 48 m3x103
Total volume: 59 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.10 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 1200 |
Cementitious material
| Cement (kg/m3) |
|---|
| 98 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 52 | |
Details
Country: Turkey
Owner: DSI - State Hydraulic Works
Type: Gravity
Purpose(s): Irrigation
River: Fındıklı Creek
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 06/18
Start of RCC: 06/18
End of RCC: -/22
End of Project: 09/23
Specifications
Height: 35 metres
Length: 229 metres
Volume of RCC: 48 m3x103
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
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