The value reported in the water accounting statement (27,692 ML) represents the total evaporation from SA water storages within the Adelaide region. The evaporation from each water storage is provided in the table below.
Storage |
Volume (ML) |
---|---|
Barossa Reservoir |
1,156 |
Barossa Weir |
54 |
Clarendon Weir |
137 |
Gorge Weir |
14 |
Gumeracha Weir |
37 |
Happy Valley Reservoir |
2,909 |
Hope Valley Reservoir |
917 |
Kangaroo Creek Reservoir |
1,461 |
Little Para Reservoir |
1,652 |
Millbrook Reservoir |
3,136 |
Mount Bold Reservoir |
4,396 |
Myponga Reservoir |
3,442 |
Onkaparinga Summit Reservoir |
194 |
South Para Reservoir |
6,627 |
Warren Reservoir |
1,559 |
Total |
27,692 |
Bureau of Meteorology: National Climate Centre daily climate grids (rainfall, temperature and solar radiation), Australian Hydrological Geospatial Fabric waterbody feature class and Australian Water Resources Information System water storages.
Bureau of Meteorology.
The Penman method was used to estimate evaporation from the connected surface water store. Monthly, open water evaporation data produced by the Bureau of Meteorology were used, based on daily gridded climate data that is available on a 0.05 degree (5 km) national grid. The Penman method estimates the evaporation that would occur from a small open waterbody and assumes the evaporation does not modify the meteorology through evaporative cooling. It assumes aerodynamic conductance of 0.01 m/s and saturation deficit is estimated as (saturation vapour pressure at Tmax) – (saturation vapour pressure at Tmin).
As a potential evaporation data-set, it was an estimate of the evaporative demand of the atmosphere. The daily gridded climate data-sets are generated by the Bureau of Meteorology and include precipitation, downward solar irradiance, and maximum and minimum air temperature. The methods used to generate these gridded data-sets are outlined in Jones et al. (2007).
The evaporation at each waterbody was estimated from the average of the grid-points within 5 km radius of each water feature. The volume was then estimated using the surface area of each waterbody. The average monthly surface area of the major storages was calculated from daily storage levels and capacity tables. The surface area of all the storages in the Adelaide region was calculated using this dynamic method.
Ungraded.