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NATO/CCMS Pilot Study Evaluation of Demonstrated and ... - CLU-IN

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<strong>NATO</strong>/<strong>CCMS</strong> <strong>Pilot</strong> Project on Contaminated L<strong>and</strong> <strong>and</strong> Groundwater (Phase III) January 2002<br />

Site Description Material tested<br />

Redundant polymetallic sulfide mine Sulfidic <strong>and</strong> oxidic<br />

Lavrion, GR<br />

(argentiferous, galena, sphalerite, pyrite) tailings, soils<br />

Active polymetallic sulfide mines (galena- Waste rock<br />

Stratoni, GR<br />

sphalerite-pyrite) with a mining history <strong>of</strong><br />

more than 2.500 years.<br />

Montevecchio,<br />

Extensive Pb-Zn historic mining area. Sulfidic tailings,<br />

Monteponi, Sardinia, IT Currently, there is one operating <strong>and</strong> many calamina red mud,<br />

redundant mines.<br />

soils<br />

Chemical industrial site. Production <strong>of</strong> Pyrite cinders<br />

Estarreja, PT<br />

sulfuric acid by roasting <strong>of</strong> pyrites in the<br />

period 1952-1991.<br />

3. DESCRIPTION OF THE PROCESSES-RESEARCH ACTIVITY<br />

3.1 Preventive Technologies to Inhibit the Spread <strong>of</strong> Pollution from the Active Sources<br />

Processes for the prevention <strong>of</strong> pollutant migration, which were investigated in laboratory scale <strong>and</strong> are<br />

being evaluated in field scale, include:<br />

A. Limestone or Fly Ash Addition to Prevent Acid Generation from Sulfidic Wastes<br />

The technical objective is the development <strong>of</strong> a process for the inhibition <strong>of</strong> acid generation from sulfidic<br />

wastes by making beneficial use <strong>of</strong> the oxidation-dissolution-neutralization-precipitation reactions so as<br />

to achieve: on a microscale, precipitation <strong>of</strong> reaction products around the pyrite grains, inhibiting further<br />

oxidation <strong>and</strong>/or on a macroscale, formation <strong>of</strong> a hard pan that will drastically reduce the permeability <strong>of</strong><br />

wastes to water <strong>and</strong> oxygen. By achieving these goals, the required limestone or other alkaline additive<br />

will be only a fraction <strong>of</strong> the stoichiometric requirements; therefore, the cost <strong>of</strong> application will be<br />

significantly lower compared to the current practice <strong>of</strong> adding near-stoichiometric quantities.<br />

An extensive laboratory kinetic testwork was carried out using limestone, a low cost <strong>and</strong> commonly found<br />

at mine sites alkaline material, <strong>and</strong> fly ash, a by product <strong>of</strong> Greek-lignite powered electricity plants with<br />

significant neutralization potential <strong>and</strong> cementitious properties. Kinetic tests using columns or humidity<br />

cells were carried out for a period <strong>of</strong> 270-600 days. After 270 days <strong>of</strong> operation a selected number <strong>of</strong><br />

columns as well the humidity cells were dismantled <strong>and</strong> a detailed geotechnical <strong>and</strong> geochemical<br />

characterization <strong>of</strong> the solid residues was performed.<br />

Based on the laboratory test results, field tests were constructed in Lavrion <strong>and</strong> Stratoni, for the<br />

remediation <strong>of</strong> sulfidic tailings <strong>and</strong> waste rock respectively, which have been run for a period <strong>of</strong> sixteen<br />

months.<br />

B. Formation <strong>of</strong> Surface Barriers for the Pyrite Cinders <strong>and</strong> Calamina Residues<br />

The technical objective is to develop an innovative, cost-effective process for the inhibition <strong>of</strong> the toxic<br />

leachate generation from these wastes by modification <strong>of</strong> the top surface layer with bentonite or<br />

bentonite-zeolite additives. The aim is to achieve very low permeability <strong>of</strong> the surface layer in order to<br />

inhibit water infiltration <strong>and</strong> subsequent leaching <strong>of</strong> contaminants.<br />

The laboratory work performed include: a) selection <strong>of</strong> the stabilizing agents (bentonites <strong>and</strong>/ or zeolites<br />

<strong>and</strong>/ or other materials) having certain properties (proper sediment volume, swelling index, yield, filtrate<br />

loss <strong>and</strong> high cation exchange capacity), b) short term leaching tests to preliminarily determine<br />

parameters including mode <strong>of</strong> application <strong>and</strong> addition rates <strong>of</strong> the stabilizing agents <strong>and</strong> c) lysimeter<br />

kinetic tests. Following laboratory testing, field scale tests were conducted to evaluate the performance <strong>of</strong><br />

low permeability layers including: a) a s<strong>and</strong>-bentonite mixture to cover pyrite cinders at the Estarreja site,<br />

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