TINAROO FALLS
| Name | TINAROO FALLS |
|---|---|
| Secondary Dam | No |
| Main Dam | |
| Reservoir Name | LAKE TINAROO |
| Purposes | I - irrigation, S - water supply, H - hydroelectric, R - recreation |
| Owner/Operator Name | SunWater |
| Consultant Name | Water Resources Commission |
| Contractor Name | Water Resources Commission |
| Comment One | |
| Comment Two | |
| URL | |
| PSP | |
| Electrical Power (MW) | 2 |
| Mean Annual Energy (GWh) | 0 |
| Resettlement | 10 |
| Alternative Name | |
| National Code | |
| Dam Code | I00900172 |
| Nb References ICOLD | 1 |
| References ICOLD | F.M. Learmonth, N.J. Butler (1967). SURFACE DIVERSION OF STREAM FLOWS DURING CONSTRUCTION OF DAMS IN QUEENSLAND. 9th Congress of ICOLD-CIGB. Istanbul, Türkyie. CRC Press |
| Reserved Committee O |
| Continent | AUSTRAL-ASIA |
| Country Name | Australia |
| French Country Name | |
| International | |
| River | Barron |
| City | Atherton |
| State | Queensland |
| Longitude | 145.546317 |
| Latitude | -17.164021 |
| Zone ISO 3166 | AU |
| Built | 1958 |
| Particular | |
| Dam Type | PG |
| Sealing | |
| Foundation | R |
| Height (m) | 42.0 |
| Length (m) | 533.0 |
| Spillway Capacity (m³/s) | 1160.0 |
| Spillway Type | L |
| Detailed Type of Dam | |
| Elevation (m) | 673 / 660 [e] |
| Volume Dam (1,000m³) | 223 |
| Reservoir Volume (1,000m³) | 438900 |
| Reservoir Area (1,000m²) | 35000 |
| Reservoir Length (km) | |
| Catchment (km²) | 545.0 |
| Irrigated Area (km²) | 218.0 |
| Flood Protect (% of reservoir volume) | |
| Sedimentation | |
| Reservoir Code | R00900172 |
| Reservoir ISO 3166 | AU |
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