Dam Search Results
- Total Volume: 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) | |||||||
| Marathia [H-F] | Greece | Ministry of Agriculture | I W | Marathia | 3 | 11/91 | 12/92 | 04/93 | 06/93 | 28 | 265 | 31 | 48 | 0.50 | (13) | 0.50 | (10) | 0.50 | (13) | 200 - 300 | 200 - 300 | 55 | 15 | (N) |
| 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 | (-) | |
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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: Greece
Owner: Ministry of Agriculture
Type: Hardfill
Purpose(s): Irrigation / Water Supply
River: Marathia
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: 11/91
Start of RCC: 11/91
End of RCC: 04/93
End of Project: 06/93
Specifications
Height: 28 metres
Length: 265 metres
Volume of RCC: 31 m3x103
Total volume: 48 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.50 | Reinforced concrete cast against precast units or slip-formed facing elements |
Downstream
| Slope | Type |
|---|---|
| 0.50 | RCC against precast concrete blocks |
Spillway
| Slope | Type |
|---|---|
| 0.50 | Reinforced concrete cast against precast units or slip-formed facing elements |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 200 - | 200 - |
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 55 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 15 | Natural pozzolan (ASTM Class N) |
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 |
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