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Groundwater bore with label for the Regional Water Monitoring Partnerships

Slightly different methods are used to calculate the level of groundwater relative ground level or relative to sea level.

Water level is inferred by relating the hydrostatic pressure measured from the sensor to the distance between measuring point and reference point, or the length of cable. This is known in the data portal as Depth below measuring point. In non-flowing bores the reference point may be the top of the protective cover, or the top of the internal casing. In flowing bores, the reference point may be the artesian pressure connection point at which a pressure reading is recorded.

Depth below natural surface is the inferred depth of water below the ground at that location, or level to which it would rise if not confined under pressure (hydraulic head).

Monitoring bore with pressure sensor

This image is a diagram of a bore. There is an oval-shaped hydrostatic pressure monitoring device below groundwater level. Groundwater level is represented by a blue line. The space between groundwater level and the monitoring device is head. A sensor cable has depth from the reference point elevation to the monitoring device. The reference point elevation is the top of the bore headwork. The natural surface elevation is illustrated in brown indicating ground level.
Monitoring bore with pressure sensor
Download Monitoring bore with pressure sensor

Bore water level AHD, the elevation of groundwater in relation to sea level, is calculated by relating to a known datum.

Datum are points that have a surveyed and accurately recorded elevation above Australian Height Datum, in metres (mAHD). They are used to convert a measured groundwater level to a groundwater elevation in mAHD. In most cases, our State Observation Bore Network (SOBN) reference points are already surveyed to mAHD. Where the reference point is the top of casing and datum is the same, groundwater elevation can be calculated by subtracting the groundwater level (depth to groundwater) from the datum mAHD elevation.

Sometimes the datum point and the reference point are different (e.g. a reference point is at the top of the casing and datum point is surveyed at the ground surface). In these cases, an offset will need to be applied when calculating the groundwater elevation. The offset will be the distance between the reference point and the datum point. Groundwater level elevation in mAHD may be calculated by subtracting the groundwater level (depth to groundwater) from the datum point elevation plus the offset distance.

To understand in more detail please refer to National Industry Guidelines for hydrometric monitoring 2019, Part 2 (bom.gov.au)External Link

Relating to datum

This image is a diagram of two bores. The reference point and Datum point elevation A of bore 1 is indicated. Depth to groundwater of Bore 1 from reference point is B. Reference Point for Bore 2 is marked and the distance between elevation (ground level) A and the Reference point is Bore 2 datum point offset distance to natural surface marked as C. Protective covers, bore casing, and groundwater level are also illustrated.
Relating to datum
Download Relating to datum

Reviewed 11 June 2024

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