Dong Nai 3
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Particulars
Owner: unknown
Designer: PECC2 (Power Engineering Consulting Company Nº2)
Contractor: GCC4
Statistics
Type: Gravity
Purpose(s): Flood Control / Hydropower
Reservoir capacity: 1690 m3x106
Height: 108 metres
Length: 594 metres
Volume of RCC: 1138 m3x103
Total volume: 1235 m3x103
Construction Dates
Start of Project: 12/04 (December 2004)
Start of RCC: 05/08 (May 2008)
End of RCC: 12/10 (December 2010)
End of Project: 10/11 (October 2011)
Country: Vietnam
River: Dong Nai
DMS Co-ordinates: 11˚52'20.06"N, 107˚53'19.23"E
DD Co-ordinates: 11.872239, 107.888672
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.75 | Traditional concrete against formwork [stepped face] |
Spillway
Slope | Type |
---|---|
0.75 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
75 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
0 | No pozzolan used - |