HENTY
| Name | HENTY |
|---|---|
| Secondary Dam | No |
| Main Dam | |
| Reservoir Name | HENTY |
| 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/Anthony_Power_Development |
| PSP | |
| Electrical Power (MW) | |
| Mean Annual Energy (GWh) | |
| Resettlement |
| Alternative Name | |
| National Code | |
| Dam Code | I00900444 |
| Nb References ICOLD | 1 |
| 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 |
| Reserved Committee O |
| Continent | AUSTRAL-ASIA |
| Country Name | Australia |
| French Country Name | |
| International | |
| River | Henty |
| City | Queenstown |
| State | Tasmania |
| Longitude | 145.549042 |
| Latitude | -41.880207 |
| Zone ISO 3166 | AU |
| Built | 1988 |
| Particular | |
| Dam Type | PG |
| Sealing | |
| Foundation | R/S |
| Height (m) | 20.0 |
| Length (m) | 120.0 |
| Spillway Capacity (m³/s) | 139.0 |
| Spillway Type | L |
| Detailed Type of Dam | |
| Elevation (m) | 518 [e] |
| Volume Dam (1,000m³) | 12 |
| Reservoir Volume (1,000m³) | 350 |
| Reservoir Area (1,000m²) | 70 |
| Reservoir Length (km) | |
| Catchment (km²) | 18.0 |
| Irrigated Area (km²) | |
| Flood Protect (% of reservoir volume) | |
| Sedimentation | |
| Reservoir Code | R00900444 |
| Reservoir ISO 3166 | AU |
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