COEYPOLLY CREEK NO 2
| Name | COEYPOLLY CREEK NO 2 |
|---|---|
| Secondary Dam | No |
| Main Dam | |
| Reservoir Name | COEYPOLLY CREEK NO 2 |
| Purposes | S - water supply |
| Owner/Operator Name | Parry Shire Council |
| Consultant Name | Department of Public Works NSW |
| Contractor Name | Dayal Singh Dept of Public Works NSW |
| Comment One | |
| Comment Two | |
| URL | |
| PSP | |
| Electrical Power (MW) | |
| Mean Annual Energy (GWh) | |
| Resettlement |
| Alternative Name | |
| National Code | |
| Dam Code | I00900146 |
| Nb References ICOLD | 1 |
| References ICOLD | Mauro Beretta, Alberto Gonzalez, Olivier Cazaillet, Rodney Batterham (2013). QUIPOLLY DAM: A CASE STUDY ON CUSTOMIZING FUSEGATES® DESIGN FOR ADVERSE SPILLWAY CONDITIONS. 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 | Quipolly Creek |
| City | Werris Creek |
| State | New South Wales |
| Longitude | 150.700928 |
| Latitude | -31.419741 |
| Zone ISO 3166 | AU |
| Built | 1955 |
| Particular | |
| Dam Type | ER/TE |
| Sealing | ie |
| Foundation | R |
| Height (m) | 21.0 |
| Length (m) | 200.0 |
| Spillway Capacity (m³/s) | 650.0 |
| Spillway Type | L |
| Detailed Type of Dam | |
| Elevation (m) | 411 [e] |
| Volume Dam (1,000m³) | 124 |
| Reservoir Volume (1,000m³) | 5400 |
| Reservoir Area (1,000m²) | 1500 |
| Reservoir Length (km) | |
| Catchment (km²) | 99.0 |
| Irrigated Area (km²) | |
| Flood Protect (% of reservoir volume) | |
| Sedimentation | |
| Reservoir Code | R00900146 |
| Reservoir ISO 3166 | AU |
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