REECE
| Name | REECE |
|---|---|
| Secondary Dam | No |
| Main Dam | |
| Reservoir Name | LAKE PIEMAN |
| Purposes | H - hydroelectric |
| Owner/Operator Name | Hydro Electric Corporation TAS |
| Consultant Name | Hydro-Electric Commission TAS |
| Contractor Name | Hydro-Electric Commission TAS |
| Comment One | |
| Comment Two | |
| URL | https://en.wikipedia.org/wiki/Reece_Power_Station |
| PSP | |
| Electrical Power (MW) | 231 |
| Mean Annual Energy (GWh) | 1025 |
| Resettlement |
| Alternative Name | LOWER PIEMAN |
| National Code | |
| Dam Code | I00900426 |
| Nb References ICOLD | 3 |
| References ICOLD | B.P. Knoop, L.J. Lack (1985). INSTRUMENTATION AND PERFORMANCE OF CONCRETE FACED ROCKFILL DAMS IN THE PIEMAN RIVER POWER DEVELOPMENT. 15th Congress of ICOLD-CIGB. Lausanne, Switzerland. CRC Press|S.Y. Li, S.J. Paterson, F.L. Kinstler (1991). A CONCRETE FACED ROCKFILL DAM CONSTRUCTED ON A DEEPLY WEATHERED FOUNDATION. 17th Congress of ICOLD-CIGB. Vienna, Austria. CRC Press|ICOLD-CIGB (2022). Environmental Fluid Mechanics / Mécanique des fluides environnementaux. Bulletin n° 162 . CRC Press. https://doi.org/10.1201/9781351033626 |
| Reserved Committee O |
| Continent | AUSTRAL-ASIA |
| Country Name | Australia |
| French Country Name | |
| International | |
| River | Pieman |
| City | Queenstown |
| State | Tasmania |
| Longitude | 145.134351 |
| Latitude | -41.725077 |
| Zone ISO 3166 | AU |
| Built | 1986 |
| Particular | |
| Dam Type | ER |
| Sealing | fc |
| Foundation | R/S |
| Height (m) | 122.0 |
| Length (m) | 374.0 |
| Spillway Capacity (m³/s) | 4742.0 |
| Spillway Type | L |
| Detailed Type of Dam | CFRD - concrete face rockfill dam |
| Elevation (m) | 105 / 92 [e] |
| Volume Dam (1,000m³) | 2742 |
| Reservoir Volume (1,000m³) | 300200 |
| Reservoir Area (1,000m²) | 22200 |
| Reservoir Length (km) | |
| Catchment (km²) | 2653.0 |
| Irrigated Area (km²) | |
| Flood Protect (% of reservoir volume) | |
| Sedimentation | |
| Reservoir Code | R00900426 |
| Reservoir ISO 3166 | AU |
No images available.