MANLY
| Name | MANLY |
|---|---|
| Secondary Dam | No |
| Main Dam | |
| Reservoir Name | MANLY |
| Purposes | R - recreation, C - flood control. flood mitigation |
| Owner/Operator Name | Sydney Water Corporation |
| Consultant Name | Department of Public Works NSW |
| Contractor Name | Department of Public Works NSW |
| Comment One | |
| Comment Two | |
| URL | https://en.wikipedia.org/wiki/Manly_Dam |
| PSP | |
| Electrical Power (MW) | |
| Mean Annual Energy (GWh) | |
| Resettlement |
| Alternative Name | |
| National Code | |
| Dam Code | I00900026 |
| Nb References ICOLD | 1 |
| References ICOLD | A.C. Williams, D.W. Snape (1982). DEVELOPMENT OF RESTRESSABLE TENDONS AND POST-TENSIONING OF MANLY DAM. 14th Congress of ICOLD-CIGB. Rio de Janeiro, Brazil. CRC Press |
| Reserved Committee O |
| Continent | AUSTRAL-ASIA |
| Country Name | Australia |
| French Country Name | |
| International | |
| River | Curl Curl Creek |
| City | Sydney |
| State | New South Wales |
| Longitude | 151.255646 |
| Latitude | -33.781609 |
| Zone ISO 3166 | AU |
| Built | 1892 |
| Particular | |
| Dam Type | PG |
| Sealing | |
| Foundation | |
| Height (m) | 20.0 |
| Length (m) | 250.0 |
| Spillway Capacity (m³/s) | 400.0 |
| Spillway Type | L |
| Detailed Type of Dam | |
| Elevation (m) | 32 [e] |
| Volume Dam (1,000m³) | 8 |
| Reservoir Volume (1,000m³) | 2000 |
| Reservoir Area (1,000m²) | 230 |
| Reservoir Length (km) | |
| Catchment (km²) | 6.0 |
| Irrigated Area (km²) | |
| Flood Protect (% of reservoir volume) | |
| Sedimentation | |
| Reservoir Code | R00900026 |
| Reservoir ISO 3166 | AU |
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