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Comparison of methods for measurement of dust deposition in South African mining sectorsKwata, Maphuti Georgina January 2014 (has links)
Dust particles in the atmosphere are a key cause of nuisance, health and other
environmental problems. The mining sector is a major source of airborne particulate
matter caused by operations like terrain clearing, drilling, blasting, tipping and loading
and the passage of vehicles on unpaved roads. The nuisance effect of airborne dust
can be measured by using dust buckets and/or directional dust deposition gauges. Dust
buckets are used to determine vertical dust deposition rates and directional dust
deposition gauges are used to determine the direction of the sources.
Traditionally the measurement of the vertical flux of dust, or dust deposition has been
used as to indicate the nuisance caused by coarse suspended particulate matter.
Several countries have produced standards for permissible dust deposition rates.
Although alternative deposition measurement methods have been proposed, ASTM
D1739 has remained the method most often used in the South African mining and
industrial sectors to measure dust deposition. In addition, a number of non-standard
directional dust deposition gauges have been used.
SANS 1929:2005 (South African National Standards, 2005) prescribes the use of ASTM
D1739:98 for measuring dust deposition. However, for historical reasons the previous
version, ASTM D1739:70 (re-approved as ASTM D1739:82) is still widely used and in
the recently promulgated South African Dust Management regulations the use of this
version is prescribed. In order to determine the difference in the results obtained by the
two versions, ASTM D1739:82 and ASTM D1739:98 were used to measure dust
deposition levels arising from a coal mining operation in the Mpumalanga Province and
a gold mining operation in North-West Province.
In order to determine whether a correlation exists between vertical dust flux (dust
deposition) and horizontal dust flux, standard directional horizontal dust flux gauges
according to BS 1747 part 5 were also set up at both sites. The measurement of dust
deposition using three dust deposition gauges (i.e. ASTM D1739:82, ASTM D1739:98
and BS 1747 part 5, directional dust deposition gauges) was undertaken monthly over a
period of fourteen (14) months at the two sites.
The findings of the study indicate that the dust deposition rates for an opencast coal
mine are generally higher than the dust deposition rates for an underground gold mine.
ASTM D1739:98 was shown to be a more efficient dust deposition collection method
than ASTM D1739:82, with the ratio between the mean values slightly more than 2. The
addition of water to the dust bucket does not make a statistically significant difference to
retention of dust in the bucket. There is a weak correlation between results for the
vertical dust gauges and horizontal dust flux.
It is recommended that the South African mining sector continue dust deposition
monitoring and reporting using the more recent version of ASTM D1739, as high
deposition levels may indicate a potential health impact from PM10 thoracic dust. / Dissertation (MEng)--University of Pretoria, 2014. / gm2014 / Chemical Engineering / unrestricted
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Evaluation of Dust Suppressants for Gravel Roads : Methods Development and Efficiency StudiesEdvardsson, Karin January 2010 (has links)
Approximately 75 percent (300 000 km) of the total Swedish road network and 20 percent(20 000 km) of the national road network consists of gravel roads. One of the most significantproblems associated with gravel roads is traffic-generated dust emission, which contributes tothe deterioration of the road surface and acts as a major source of particulate matter releasedinto the atmosphere, thereby involving public economics, road safety, human health, andenvironmental quality. In order to bind the fine granular material, which is prone to rise into theair, dust suppressants are applied on roads on a yearly basis. Methods for evaluating the efficiency of dust suppressants will facilitate in the selection of themost appropriate product and its optimal application rate. For example, methods forsupervision of residual dust suppressant concentration are valuable tools for estimatinglongevity and optimal application rates, and, consequently, effectiveness of different products. Application of the proper dust suppressant to a gravel road ensures road safety and ridingcomfort as well as creating a cleaner and healthier environment for residents in buildingsadjacent to the road. It also reduces the need and cost for vehicle repair, road maintenanceactivities, and aggregate supplementation. Both field-based and laboratory research were performed to evaluate the efficiency of varioussuppressants and the influence such factors as product concentration, leaching, and fine materialcontent have on the efficiency of different products. Within the field-based research, a newlydeveloped mobile methodology was used to measure dust emission on numerous test sectionstreated with various dust suppressants. In general, all dust suppressants tested, except apolysaccharide (sugar) and products, which form a brittle surface crust, i.e. lignosulphonate andbitumen emulsion, showed acceptable dust reduction. Test sections treated with a magnesium- or calcium chloride solution were the most effectivelydust suppressed. The application of solutions instead of a solid salts achieves a more uniformproduct distribution and, therefore, probably a more efficient performance. By applying acalcium- or magnesium chloride solution instead of traditionally used solids, the cost for annualdust control, as well as the environmental impact from the release of these chemicals in theenvironment, can be reduced by 50 percent. A significant problem when using dust suppressants is their tendency to leach during rainfalldue to their soluble properties. Residual chloride could be detected in the gravel wearing courseover a longer period of time than lignosulphonate and, therefore, showed more effective longtermperformance. Optimal percentages of fine material for minimal lignosulphonate andchloride leaching were found to be 15 percent by weight and 10-16 percent by weight,respectively. Ions of calcium chloride seemed to initiate flocculation of clay particles, therebypreventing them from leaching. Still, the fine material in gravel wearing courses has to be replenished regularly as indicated by studies of the longevity of fine material. Loss up to80 percent was found after two years. Toxicity tests show that dust suppressant application for dust control purposes, at traditionallyused application rates, does not constitute a threat to sensitive aquatic life. Tests on subsoilwater samples indicated elevated chloride levels, which possibly could cause corrosion to pipes,but not high enough to flavour drinking water. / QC20100616
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