Sydney
9.1 Precipitation on surface water

Supporting information

The total volume of precipitation on surface water in the 2011–12 year is 164,426 ML. The following tables provide a summary and breakdown of precipitation on the surface water assets in the Sydney region.


Precipitation on surface water during the 2011–12 year

Surface water asset

Precipitation (ML)

Storages managed by the Sydney Catchment Authority

141,934

Storages not managed by the Sydney Catchment Authority

10,423

River sections

12,069

Total

164,426

 

Breakdown of precipitation on storages managed by the Sydney Catchment Authority during the 2011–12 year

Storage1

Precipitation (ML)

Avon

10,210

Blue Mountains1

528

Cataract

11,516

Cordeaux

9,643

Fitzroy Falls

8,407

Lake Burragorang
(Warrangamba Dam)

66,883

Lake Yarrunga (Tallowa Dam)

12,881

Nepean

4,130

Prospect

7,194

Wingecarribee

6,587

Woronora

3,955

Total

141,934

1 Blue Mountains storages include Medlow Reservoir, Greaves Creek Reservoir, Upper Cascade Reservoir, Middle Cascade Reservoir and Lower Cascade Reservoir.


Breakdown of precipitation on storages not managed by Sydney Catchment Authority during the 2011–12 year

Storage1

Precipitation (ML)

Bamarang

799

Bundanoon

290

Danjera

1,048

Farmers Creek No. 2

103

Flat Rock Creek

299

Lake Lyell

1,915

Lake Wallace

1,363

Medway

202

Pejar

1,562

Sooley

1,110

Thomsons Creek Dam

1,732

Total

10,4232

1 Data for storages not listed in the above tables are not available. Precipitation for those reservoirs has been considered within line item 9.4 Runoff to surface water.

2 Static surface area is used.


Breakdown of precipitation on rivers

River1

From

To

Precipitation during 2011–12 (ML)

Capertee

Glen Davis

Upper Colo

1,230

Coxs

Lithgow

Kelpie Point

1,894

Macdonald

Howes Valley

St Albans

158

Shoalhaven

Kadoona

Fossickers Flat

3,892

Wollondilly

Pomeroy

Golden Valley

4,895

Total

12,0692

1 Only the river sections for which river volumes have been calculated are included. Precipitation for all the other river reaches has been considered with line item 9.4 Runoff to surface water.

2 Static surface area is used.

Quantification approach

Bureau of Meteorology

Data source

The Bureau: National Climate Centre (NCC) daily climate grids (rainfall), geographical information system (GIS) layers; Australian Hydrological Geospatial Fabric (AHGF) waterbody feature class; Australian Water Resources Information System; New South Wales Office of Water: river channel cross-section and flow data from Hydstra and Computer Aided Improvements to River Operations (CAIRO) databases; New South Wales Office of Water: GIS layers; New South Wales Office of Water: GIS database, river channel sections included in the Sydney Connected Surface Water Store; New South Wales Office of Water: New South Wales waterbody polygon ArcSDE feature class.

Provided by

The Bureau.

Method

The Bureau provided precipitation data for the storages not managed by the Sydney Catchment Authority and for precipitation on the river sections.

Monthly precipitation data were produced by the Bureau. These were based on daily data from approximately 6,500 rain gauge stations and interpolated to a 0.05 degree (approximately 5 km) national grid (Jones et al. 2007). The average monthly surface area was calculated from daily storage levels and capacity tables. Where this data was not available a static surface area was produced from the AHGF. The surface area of the rivers was estimated using cross-section and long term average river level data and remains static in these calculations.

The precipitation at each waterbody was estimated from the proportionally weighted average of grid-points that intersected each water feature. The volume was then estimated using the surface area of each waterbody. The surface area varied dynamically with changing storage level for storages where the relationship between storage level and surface area had been derived.

Assumptions, limitations, caveats and approximations

  • The precipitation estimates were subject to approximations associated with interpolating observation point data to a national grid detailed in Jones et al. (2007).
  • The dynamic storage surface areas calculated from the levels and capacity tables represent a monthly average and therefore do not capture changes that occur on a shorter temporal scale.
  • The use of the static default AHGF surface area is an approximation only. It represents the storages at capacity and therefore likely results in an overestimation of precipitation on the storages.

Uncertainty information

The uncertainty estimate was not quantified.

Sydney Catchment Authority

Data source

Daily return systems (DRS) database. Some stations from which DRS database receives data are managed by the Bureau. Data is also held in the Hydstra system.

Provided by

Sydney Catchment Authority.

Method

Precipitation for the following storages are managed by Sydney Catchment Authority:

  • Cataract Reservoir
  • Cordeaux Reservoir
  • Avon Reservoir
  • Nepean Reservoir
  • Woronora Reservoir
  • Lake Burragorang (Warragamba Dam)
  • Prospect Reservoir
  • Wingecarribee Reservoir
  • Fitzroy Falls Reservoir
  • Lake Yarrunga (Tallowa Dam)
  • Blue Mountains reservoirs

         – Medlow Reservoir

         – Greaves Creek Reservoir

         – Upper Cascade Reservoir

         – Middle Cascade Reservoir

         – Lower Cascade Reservoir.

Rainfall received over the entire catchment area was calculated by interpolating rainfall values from point gauges (primarily tipping-bucket rain gauges). Rainfall volumes over storages were calculated by multiplying relevant surface areas and interpolated rainfall values.

Assumptions, limitations, caveats and approximations

Catchment average rain assumed to fall on the surface of a lake.

Uncertainty information

The precipitation volume is based on measured data. Estimated uncertainty based on accuracy of rain gauges, limitations in the calculation method and organisational practice is +/– 10%.