| Name | NILLAHCOOTIE |
|---|---|
| Secondary Dam | No |
| Main Dam | |
| Reservoir Name | LAKE NILLAHCOOTIE |
| Purposes | S - water supply, I - irrigation |
| Owner/Operator Name | Goulburn-Murray Water |
| Consultant Name | State Rivers & Water Supply Commission, Victoria |
| Contractor Name | State Rivers & Water Supply Commission, Victoria |
| Comment One | |
| Comment Two | |
| URL | https://en.wikipedia.org/wiki/Nillahcootie_Dam |
| PSP | |
| Electrical Power (MW) | |
| Mean Annual Energy (GWh) | |
| Resettlement | 0 |
| Alternative Name | |
| National Code | |
| Dam Code | I00900247 |
| Nb References ICOLD | 3 |
| References ICOLD | R.B. Johnson (1967). FLOOD AND MULTIPLE-SPILLWAY PROVISIONS AT LARGE EARTHEN DAMS. 9th Congress of ICOLD-CIGB. Istanbul, Türkyie. CRC Press|R.B. Johnson (1973). SPILLWAY TYPES IN AUSTRALIA AND FACTORS AFFECTING THEIR CHOICE. 11th Congress of ICOLD-CIGB. Madrid, Spain. CRC Press|D.T. Currey (1976). RIP RAP WEATHERING TESTS. 12th Congress of ICOLD-CIGB. Mexico, Mexico. CRC Press |
| Reserved Committee O |
| Continent | AUSTRAL-ASIA |
| Country Name | Australia |
| French Country Name | |
| International | |
| River | Broken |
| City | Benalla |
| State | Victoria |
| Longitude | 146.01109 |
| Latitude | -36.855553 |
| Zone ISO 3166 | AU |
| Built | 1967 |
| Particular | |
| Dam Type | ER |
| Sealing | ie |
| Foundation | R |
| Height (m) | 34.0 |
| Length (m) | 884.0 |
| Spillway Capacity (m³/s) | 73.0 |
| Spillway Type | L |
| Detailed Type of Dam | |
| Elevation (m) | 268 / 262 [e] |
| Volume Dam (1,000m³) | 298 |
| Reservoir Volume (1,000m³) | 40000 |
| Reservoir Area (1,000m²) | 5320 |
| Reservoir Length (km) | |
| Catchment (km²) | 439.0 |
| Irrigated Area (km²) | 28.0 |
| Flood Protect (% of reservoir volume) | |
| Sedimentation | |
| Reservoir Code | R00900247 |
| Reservoir ISO 3166 | AU |
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