Taolinkou
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Taolinkou completed
Particulars
Owner: unknown
Designer: Institute of Investigation and Design of Water Conservancy and Hydroelectric Power in Tianjin
Contractor: Hydropower Command (China An’neng Construction Corporation) and Hebei Construction Bureau
Statistics
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation / Recreation / Water Supply
Reservoir capacity: 859 m3x106
Height: 75 metres
Length: 500 metres
Volume of RCC: 585 m3x103
Total volume: 1350 m3x103
Construction Dates
Start of Project: 11/92 (November 1992)
Start of RCC: 12/94 (December 1994)
End of RCC: 12/97 (December 1997)
End of Project: —/98 (— 1998)
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.15 |
Downstream
| Slope | Type |
|---|---|
| 0.78 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| ogee | Traditional concrete against formwork |
| 0.65 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 135 |
| 70 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 70 | Low-lime flyash (ASTM Class F) |
| 85 |
