Dam Search Results
- Total Volume: 1281 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) | |||||||
| Upper Stillwater | USA | I W | Rock Creek | 37 | 12/83 | 09/85 | 08/87 | 12/87 | 91 | 815 | 1125 | 1281 | V | (14) | 0.32 0.60 | (14) (14) | 0.32 0.60 | (14)* (14)* | 300 | 300 | 79 | 173 | (F) | |
← Scroll the table horizontally to view its entire width →
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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: USA
Owner: -
Type: Gravity
Purpose(s): Irrigation / Water Supply
River: Rock Creek
Reservoir capacity: 37 m3x106
Construction Dates
Start of Project: 12/83
Start of RCC: 12/83
End of RCC: 08/87
End of Project: 12/87
Specifications
Height: 91 metres
Length: 815 metres
Volume of RCC: 1125 m3x103
Total volume: 1281 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Slip-formed/extruded facing elements |
Downstream
| Slope | Type |
|---|---|
| 0.32 | Slip-formed/extruded facing elements |
| 0.60 | Slip-formed/extruded facing elements |
Spillway
| Slope | Type |
|---|---|
| 0.32 | Slip-formed/extruded facing elements [stepped face] |
| 0.60 | Slip-formed/extruded facing elements [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 79 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 173 | Low-lime flyash (ASTM Class F) |
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