MEANDER
| Name | MEANDER |
|---|---|
| Secondary Dam | No |
| Main Dam | |
| Reservoir Name | HUNTSMAN |
| Purposes | I - irrigation, S - water supply, H - hydroelectric |
| Owner/Operator Name | Rivers and Water Supply Commission, Tasmania |
| Consultant Name | Hydro Tasmania, Gutteridge Hoskins & Davey |
| Contractor Name | McMahons |
| Comment One | |
| Comment Two | |
| URL | https://en.wikipedia.org/wiki/Meander_Dam |
| PSP | |
| Electrical Power (MW) | 2 |
| Mean Annual Energy (GWh) | |
| Resettlement |
| Alternative Name | |
| National Code | |
| Dam Code | I00900556 |
| Nb References ICOLD | 2 |
| References ICOLD | 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|ICOLD-CIGB (2020). Roller-Compacted Concrete Dams / Béton compacté au rouleau. Bulletin n° 177 . CRC Press. https://doi.org/10.1201/9780429329012 |
| Reserved Committee O |
| Continent | AUSTRAL-ASIA |
| Country Name | Australia |
| French Country Name | |
| International | |
| River | Meander |
| City | Launceston |
| State | Tasmania |
| Longitude | 146.620542 |
| Latitude | -41.691662 |
| Zone ISO 3166 | AU |
| Built | 2008 |
| Particular | |
| Dam Type | PG |
| Sealing | |
| Foundation | R |
| Height (m) | 50.0 |
| Length (m) | 186.0 |
| Spillway Capacity (m³/s) | |
| Spillway Type | L |
| Detailed Type of Dam | GRCC - gravity dam in roller-compacted concrete |
| Elevation (m) | 402 / 378 [e] |
| Volume Dam (1,000m³) | 85 |
| Reservoir Volume (1,000m³) | 24000 |
| Reservoir Area (1,000m²) | 4530 |
| Reservoir Length (km) | |
| Catchment (km²) | 163.0 |
| Irrigated Area (km²) | |
| Flood Protect (% of reservoir volume) | |
| Sedimentation | |
| Reservoir Code | R00900556 |
| Reservoir ISO 3166 | AU |
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