| Name | CHAFFEY |
|---|---|
| Secondary Dam | No |
| Main Dam | |
| Reservoir Name | CHAFFEY |
| Purposes | I - irrigation, S - water supply |
| Owner/Operator Name | Dept. Land Water Conservation |
| Consultant Name | Water Resources Commission NSW |
| Contractor Name | John Holland Pty Ltd |
| Comment One | |
| Comment Two | |
| URL | https://en.wikipedia.org/wiki/Chaffey_Dam |
| PSP | |
| Electrical Power (MW) | |
| Mean Annual Energy (GWh) | |
| Resettlement |
| Alternative Name | |
| National Code | |
| Dam Code | I00900353 |
| Nb References ICOLD | 2 |
| References ICOLD | A.C. Houlsby (1985). DESIGN AND CONSTRUCTION OF CEMENT GROUTED CURTAINS. 15th Congress of ICOLD-CIGB. Lausanne, Switzerland. CRC Press|Chi-fai Wan and Al. (2013). CHAFFEY DAM - AUGMENTATION FOR IMPROVING WATER SUPPLY RELIABILITY AND FLOOD SECURITY UPGRADE. Symposium ICOLD-CIGB: Changing Times: Infrastructure Development to Infrastructure Management. Seattle, USA |
| Reserved Committee O |
| Continent | AUSTRAL-ASIA |
| Country Name | Australia |
| French Country Name | |
| International | |
| River | Peel |
| City | Tamworth |
| State | New South Wales |
| Longitude | 151.138659 |
| Latitude | -31.345959 |
| Zone ISO 3166 | AU |
| Built | 1979 |
| Particular | |
| Dam Type | ER |
| Sealing | ie |
| Foundation | R/S |
| Height (m) | 54.0 |
| Length (m) | 430.0 |
| Spillway Capacity (m³/s) | 903.0 |
| Spillway Type | L |
| Detailed Type of Dam | |
| Elevation (m) | 516 / 519 [e] |
| Volume Dam (1,000m³) | 1413 |
| Reservoir Volume (1,000m³) | 61800 |
| Reservoir Area (1,000m²) | 5420 |
| Reservoir Length (km) | |
| Catchment (km²) | 420.0 |
| Irrigated Area (km²) | |
| Flood Protect (% of reservoir volume) | |
| Sedimentation | |
| Reservoir Code | R00900353 |
| Reservoir ISO 3166 | AU |
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