| Name | PROSPECT |
|---|---|
| Secondary Dam | No |
| Main Dam | |
| Reservoir Name | PROSPECT |
| Purposes | S - water supply |
| Owner/Operator Name | WaterNSW |
| Consultant Name | Department of Public Works NSW |
| Contractor Name | Department of Public Works NSW |
| Comment One | |
| Comment Two | |
| URL | https://en.wikipedia.org/wiki/Prospect_Dam |
| PSP | |
| Electrical Power (MW) | |
| Mean Annual Energy (GWh) | |
| Resettlement |
| Alternative Name | |
| National Code | |
| Dam Code | I00900018 |
| Nb References ICOLD | 2 |
| References ICOLD | I. Landon-Jones (1997). PROSPECT DAM - CASE STUDY OF UPSTREAM SLIPPAGES AND REMEDIAL MEASURES UNDERTAKEN / BARRAGE DE PROSPECT - GLISSEMENTS DU TALUS AMONT ET REMÈDES APPORTÉS. 19th Congress of ICOLD-CIGB. Florence, Italy. CRC Press|ICOLD-CIGB (1988). Monitoring of dams and their foundations - State of the art / Auscultation des barrages et de leurs fondations - La technique actuelle. Bulletin n° 68 . CRC Press |
| Reserved Committee O |
| Continent | AUSTRAL-ASIA |
| Country Name | Australia |
| French Country Name | |
| International | |
| River | Prospect Creek |
| City | Sydney |
| State | New South Wales |
| Longitude | 150.899277 |
| Latitude | -33.82786 |
| Zone ISO 3166 | AU |
| Built | 1888 |
| Particular | |
| Dam Type | TE/ER |
| Sealing | ie |
| Foundation | R |
| Height (m) | 26.0 |
| Length (m) | 2225.0 |
| Spillway Capacity (m³/s) | 230.0 |
| Spillway Type | L |
| Detailed Type of Dam | |
| Elevation (m) | 47 / 56 [e] |
| Volume Dam (1,000m³) | 2892 |
| Reservoir Volume (1,000m³) | 50200 |
| Reservoir Area (1,000m²) | 5100 |
| Reservoir Length (km) | |
| Catchment (km²) | 10.0 |
| Irrigated Area (km²) | |
| Flood Protect (% of reservoir volume) | |
| Sedimentation | |
| Reservoir Code | R00900018 |
| Reservoir ISO 3166 | AU |
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