Abstract:
The Pilbara region, located in the north-west of Western Australia, is significant as the second largest
source of iron ore on the planet. Iron ore mines owned and operated by Pilbara Iron arc located within
the Hamersley Basin. This paper refers to the Greater Paraburdoo mines, the 4WEST and 4EAST pits, located
on the southern margin of the Harnersley basin, The groundwater model refers to ephemeral watercourses:
Seven Mile and Pirraburdoo creeks, which are adjacent to the two pits and Ratty Springs, located upstream
from 4WEST and within Pirraburdoo creek.
The spring and creeks hold cultural heritage significance for local, Aboriginal communities. Two of
these, the Gobawarrah Minduarra Yinhawanga (OMY) and Innawonga native title claim groups, initiated
hydrological work on the two creeks and Ratty Springs, with the aim of determining the effects of dewatering
on the natural water flows of these systems.
The numerical model used to simulate drawdown in the Pirraburdoo and Seven Mile Creeks was
derived from MODFLOW96 with the MT3D96 interface code, using the PIMWIN Pro software interface and
the PCG2 solver package. The model covered an area of 77 km2, the calibration period was from May 1997 to
December 2004 and the prediction period was from January 2005 until December 2015. The model has four
layers and incorporated effects caused by mining voids, 4WEST and 4EAST ore bodies, creek bed material,
weathered bedrock below creeks and surrounding banded iron formations (BIF). The model has been calibrated
using the trail-and-error method set down by (Middlernis et al, 2001). The current dewatering schedule (12
ML/day) in the 4WEST and 4EAST mining areas does not affect the water table levels in the adjacent creeks
significantly or for any considerable periods of time.
However, changes to mine plans may occur - for example, in response to changed commodity prices -
and may lead to significant increase in rates of vertical advancement. This, in turn, affects dewatering
schedules, as greater the vertical advancement requires increased dewatering effort. When an accelerated mine
plan is applied to the model and dewatering rates are increased to 18ML/day, draw-downs in the creeks are
more noticeable. The model has therefore helped to indicate the extent to which increased dewatering rates may
be acceptable, especially in terms of immediate and longer-term damage to riparian species i.e. Melaleuca and
Eucalypt. Predictions from the model may also allow mine planners to schedule decreased rates of vertical
advancement, where this is required to meet environmental constraints.
