| Name | WIVENHOE |
|---|---|
| Secondary Dam | No |
| Main Dam | |
| Reservoir Name | WIVENHOE |
| Purposes | S - water supply, C - flood control. flood mitigation, H - hydroelectric, R - recreation |
| Owner/Operator Name | South East Qld Water Corporation |
| Consultant Name | Water Resources Commission |
| Contractor Name | Wivenhoe Constructions |
| Comment One | |
| Comment Two | |
| URL | https://en.wikipedia.org/wiki/Wivenhoe_Dam |
| PSP | WIVENHOE LOWER |
| Electrical Power (MW) | 500 |
| Mean Annual Energy (GWh) | |
| Resettlement | 50 |
| Alternative Name | |
| National Code | |
| Dam Code | I00900420 |
| Nb References ICOLD | 1 |
| References ICOLD | S. Maleki, V. Fiorotto (2023). Rock scour model for unlined dissipaters: case study of real-life dams. Symposium ICOLD-CIGB: Managment for Safe Dams/Gestion des barrages sûrs. Gothenburg, Sweden |
| Reserved Committee O |
| Continent | AUSTRAL-ASIA |
| Country Name | Australia |
| French Country Name | |
| International | |
| River | Brisbane |
| City | Fernvale |
| State | Queensland |
| Longitude | 152.609196 |
| Latitude | -27.394326 |
| Zone ISO 3166 | AU |
| Built | 1985 |
| Particular | |
| Dam Type | ER |
| Sealing | ie |
| Foundation | R/S |
| Height (m) | 59.0 |
| Length (m) | 2300.0 |
| Spillway Capacity (m³/s) | 12000.0 |
| Spillway Type | V |
| Detailed Type of Dam | |
| Elevation (m) | 79 / 63 [e] |
| Volume Dam (1,000m³) | 4140 |
| Reservoir Volume (1,000m³) | 1150000 |
| Reservoir Area (1,000m²) | 108000 |
| Reservoir Length (km) | |
| Catchment (km²) | 7020.0 |
| Irrigated Area (km²) | |
| Flood Protect (% of reservoir volume) | 8 |
| Sedimentation | |
| Reservoir Code | R00900420 |
| Reservoir ISO 3166 | AU |
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