COPPERFIELD
| Name | COPPERFIELD |
|---|---|
| Secondary Dam | No |
| Main Dam | |
| Reservoir Name | COPPERFIELD |
| Purposes | |
| Owner/Operator Name | Power and Water Corp |
| Consultant Name | Kinhill Engineers |
| Contractor Name | |
| Comment One | |
| Comment Two | |
| URL | |
| PSP | |
| Electrical Power (MW) | |
| Mean Annual Energy (GWh) | |
| Resettlement |
| Alternative Name | |
| National Code | |
| Dam Code | I00900525 |
| Nb References ICOLD | 4 |
| References ICOLD | B.A. Forbes (1988). THE DEVELOPMENT AND TESTING OF ROLLER COMPACTED CONCRETE FOR DAMS IN AUSTRALIA. 16th Congress of ICOLD-CIGB. San Francisco, USA. CRC Press|E.K. Schrader, D. Namikas (1988). PERFORMANCE OF ROLLER COMPACTED CONCRETE DAMS. 16th Congress of ICOLD-CIGB. San Francisco, USA. CRC Press|David J. Williams, Nick A. Currey, Paul J. Ritchie (2003). Successful Tailings Dam Design, Construction, Operation and Closure - A Case Study. Symposium ICOLD-CIGB: Major Challenges in Tailing Dams. Montreal, Canada|ICOLD-CIGB (1988). New construction methods - State of the art / Nouvelles méthodes de construction - Aperçu général. Bulletin n° 63 . CRC Press |
| Reserved Committee O |
| Continent | AUSTRAL-ASIA |
| Country Name | Australia |
| French Country Name | |
| International | |
| River | Tr Copperfield Ck |
| City | Pine Creek |
| State | Northern Territory |
| Longitude | 131.821904 |
| Latitude | -13.847664 |
| Zone ISO 3166 | AU |
| Built | 1987 |
| Particular | |
| Dam Type | TE/ER |
| Sealing | i |
| Foundation | R/S |
| Height (m) | 16.0 |
| Length (m) | 60.0 |
| Spillway Capacity (m³/s) | 15.0 |
| Spillway Type | L |
| Detailed Type of Dam | |
| Elevation (m) | 214 [e] |
| Volume Dam (1,000m³) | |
| Reservoir Volume (1,000m³) | 500 |
| Reservoir Area (1,000m²) | |
| Reservoir Length (km) | |
| Catchment (km²) | 1.0 |
| Irrigated Area (km²) | |
| Flood Protect (% of reservoir volume) | |
| Sedimentation | |
| Reservoir Code | R00900525 |
| Reservoir ISO 3166 | AU |
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