Platanovryssi
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Platanovryssi completed
Particulars
Owner: unknown
Designer: DAYE, PPC and Malcolm Dunstan & Associates (MD&A)
Contractor: AEGEK, Hidrogradnja, ASI-RCC J.V.
Statistics
Type: Gravity
Purpose(s): Hydropower / Irrigation
Reservoir capacity: 84 m3x106
Height: 95 metres
Length: 305 metres
Volume of RCC: 420 m3x103
Total volume: 440 m3x103
Construction Dates
Start of Project: 01/89 (January 1989)
Start of RCC: 10/95 (October 1995)
End of RCC: 03/97 (March 1997)
End of Project: 06/99 (June 1999)
Country: Greece
River: Nestos
DMS Co-ordinates: 41˚20'08.44"N, 24˚27'43.20"E
DD Co-ordinates: 41.335678, 24.462
Facings
Upstream
| Slope | Type |
|---|---|
| 0.10 | Slip-formed/extruded facing elements |
Downstream
| Slope | Type |
|---|---|
| 0.75 | Slip-formed/extruded facing elements [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.75 | Reinforced concrete cast against precast units or slip-formed facing elements |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 50 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 225 | High-lime flyash (ASTM Class C) |
