| Name | PALOONA |
|---|---|
| Secondary Dam | No |
| Main Dam | |
| Reservoir Name | PALOONA |
| 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/Paloona_Power_Station |
| PSP | |
| Electrical Power (MW) | 28 |
| Mean Annual Energy (GWh) | 151 |
| Resettlement |
| Alternative Name | |
| National Code | |
| Dam Code | I00900291 |
| Nb References ICOLD | 5 |
| References ICOLD | D. Fitzpatrick (1970). EXPERIENCE ON THE DESIGN AND CONSTRUCTION OF REINFORCED ROCKFILL DAMS. 10th Congress of ICOLD-CIGB. Montreal, Canada. CRC Press|P.T.A. Griffiths, R.F. Edmondson (1973). DIVERSION CLOSURES BY THE HYDRO-ELECTRIC COMMISSION OF TASMANIA, AUSTRALIA IN ITS MERSEY-FORTH & GORDON RIVER POWER DEVELOPMENTS. 11th Congress of ICOLD-CIGB. Madrid, Spain. CRC Press|T.J. Szczepanowski (1973). METHODS AND EQUIPMENT FOR SLIPFORMING OF CONCRETE FACES ON ROCKFILL DAMS. 11th Congress of ICOLD-CIGB. Madrid, Spain. CRC Press|W.F. Navin, F.L. Kinstler (1979). THREE TASMANIA SPILLWAYS AND ASSOCIATED MODEL STUDIES. 13th Congress of ICOLD-CIGB. New Delhi, India. CRC Press|R. Herweynen, M. Wallis, T. Griggs (2012). SPILLWAY DESIGN TRENDS: SOME RECENT AUSTRALIAN CASE STUDIES / TENDANCES ACTUELLES POUR LA CONCEPTION D'ÉVACUATEURS DE CRUE : QUELQUES RÉCENTES ÉTUDES DE CAS EN AUSTRALIE. 24th Congress of ICOLD-CIGB. Kyoto, Japan. CRC Press |
| Reserved Committee O |
| Continent | AUSTRAL-ASIA |
| Country Name | Australia |
| French Country Name | |
| International | |
| River | Forth |
| City | Devonport |
| State | Tasmania |
| Longitude | 146.248616 |
| Latitude | -41.28312 |
| Zone ISO 3166 | AU |
| Built | 1971 |
| Particular | H |
| Dam Type | ER |
| Sealing | fc |
| Foundation | R |
| Height (m) | 43.0 |
| Length (m) | 171.0 |
| Spillway Capacity (m³/s) | 2040.0 |
| Spillway Type | L |
| Detailed Type of Dam | CFRD - concrete face rockfill dam |
| Elevation (m) | 67 / 47 [e] |
| Volume Dam (1,000m³) | 155 |
| Reservoir Volume (1,000m³) | 19000 |
| Reservoir Area (1,000m²) | 1780 |
| Reservoir Length (km) | |
| Catchment (km²) | 759.0 |
| Irrigated Area (km²) | |
| Flood Protect (% of reservoir volume) | |
| Sedimentation | |
| Reservoir Code | R00900291 |
| Reservoir ISO 3166 | AU |
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