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A guide to leading practice sustainable development in mining

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Landform construction<br />

In general, erosion of constructed landforms on m<strong>in</strong>e sites is dom<strong>in</strong>ated by<br />

gully<strong>in</strong>g—a direct consequence of concentration of run-off by the berms and<br />

discharge of concentrated flows on<strong>to</strong> batter slopes once the berms fail. The reasons<br />

for berm failure <strong>in</strong>clude <strong>in</strong>accurate construction, tunnel erosion and over<strong>to</strong>pp<strong>in</strong>g due<br />

<strong>to</strong> deposition of sediment. Where erosion rates rema<strong>in</strong> significant (commonly <strong>in</strong> arid<br />

areas where surface vegetation cover is <strong>to</strong>o low <strong>to</strong> provide erosion control) outer<br />

batter profiles that <strong>in</strong>clude berms will require regular ma<strong>in</strong>tenance (de-silt<strong>in</strong>g) as<br />

long as the erosion cont<strong>in</strong>ues, or else they will fill with sediment and over<strong>to</strong>p, caus<strong>in</strong>g<br />

gully<strong>in</strong>g. For this reason, some sites have adopted a <strong>practice</strong> of us<strong>in</strong>g berms or some<br />

form of across-slope bank dur<strong>in</strong>g <strong>in</strong>itial rehabilitation, then remov<strong>in</strong>g the berms once<br />

vegetation has established and stabilised the slope.<br />

Other sites have <strong>in</strong>corporated rock <strong>in</strong><strong>to</strong> the surface of outer batter slopes <strong>to</strong><br />

reduce erosion potential and enable them <strong>to</strong> construct relatively long, high, slopes<br />

without berms. Another option is <strong>to</strong> create concave slope profiles <strong>to</strong> reduce erosion<br />

potential; usually by a fac<strong>to</strong>r of two or three. To develop a new approach <strong>to</strong> waste<br />

dump construction, the Murr<strong>in</strong> Murr<strong>in</strong> nickel m<strong>in</strong>e had the erodibility of a range of<br />

wastes and <strong>to</strong>psoils assessed us<strong>in</strong>g both labora<strong>to</strong>ry and field measurements. Us<strong>in</strong>g<br />

that data and long-term ra<strong>in</strong>fall and climate data for the site, computer simulations<br />

of run-off and erosion were used <strong>to</strong> compare a range of options for outer batter<br />

slopes. Concave slope profiles were developed that had relatively low erosion risk,<br />

though addition of tree debris and laterite gravel was recommended for segments<br />

of the slope that the simulations showed <strong>to</strong> have highest erosion potential (see LP<br />

Moni<strong>to</strong>r<strong>in</strong>g p.45).<br />

Figure 5.26 – Concave waste dump slope at Murr<strong>in</strong> Murr<strong>in</strong><br />

Surface roughness is an important consideration <strong>in</strong> rehabilitation of m<strong>in</strong>e site<br />

landforms. Roughness tends <strong>to</strong> trap water and seed, and there is general acceptance<br />

that a rough surface will provide better vegetation establishment than a smooth one.<br />

However, while the creation of large surface roughness via rip l<strong>in</strong>es or moonscap<strong>in</strong>g<br />

may give benefits <strong>in</strong> the short term, <strong>in</strong> the longer term it may lead <strong>to</strong> <strong>in</strong>creased<br />

erosion and <strong>in</strong>stability of the landform. The value of surface roughness is closely<br />

l<strong>in</strong>ked <strong>to</strong> its persistence through time, which is largely controlled by the particle size<br />

distribution of the material <strong>in</strong> which the roughness is created.<br />

A GUIDE TO LEADING PRACTICE SUSTAINABLE DEVELOPMENT IN MINING 163

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