KOOMBOOLOOMBA
| Name | KOOMBOOLOOMBA |
|---|---|
| Secondary Dam | No |
| Main Dam | |
| Reservoir Name | KOOMBOOLOOMBA |
| Purposes | H - hydroelectric |
| Owner/Operator Name | Stanwell Corporation |
| Consultant Name | Co-ordinator-General's Dept |
| Contractor Name | Co-ordinator-General's Dept |
| Comment One | |
| Comment Two | |
| URL | https://en.wikipedia.org/wiki/Koombooloomba_Dam |
| PSP | |
| Electrical Power (MW) | 95 |
| Mean Annual Energy (GWh) | 472 |
| Resettlement | 10 |
| Alternative Name | |
| National Code | |
| Dam Code | I00900191 |
| Nb References ICOLD | 1 |
| References ICOLD | R.B. Johnson (1973). SPILLWAY TYPES IN AUSTRALIA AND FACTORS AFFECTING THEIR CHOICE. 11th Congress of ICOLD-CIGB. Madrid, Spain. CRC Press |
| Reserved Committee O |
| Continent | AUSTRAL-ASIA |
| Country Name | Australia |
| French Country Name | |
| International | |
| River | Tully |
| City | Innisfail |
| State | Queensland |
| Longitude | 145.59891 |
| Latitude | -17.836541 |
| Zone ISO 3166 | AU |
| Built | 1961 |
| Particular | |
| Dam Type | PG/ER |
| Sealing | ie |
| Foundation | R/S |
| Height (m) | 40.0 |
| Length (m) | 399.0 |
| Spillway Capacity (m³/s) | 1240.0 |
| Spillway Type | V |
| Detailed Type of Dam | |
| Elevation (m) | 725 / 743 [e] |
| Volume Dam (1,000m³) | 790 |
| Reservoir Volume (1,000m³) | 205000 |
| Reservoir Area (1,000m²) | 15550 |
| Reservoir Length (km) | |
| Catchment (km²) | 163.0 |
| Irrigated Area (km²) | |
| Flood Protect (% of reservoir volume) | |
| Sedimentation | |
| Reservoir Code | R00900191 |
| Reservoir ISO 3166 | AU |
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