|
|
Introduction
During the past year I have received numerous requests for copies of various ABA testwork procedures, particularly those developed for use in the Canadian metalliferous mining industry. While MEND Reports and Documents (e.g. Coastech, 1989, 1991; Day, 1991; Lawrence, 1995; Lawrence & Wang, 1996) are a primary source of hard-copy versions of many of the procedures, and there are numerous other sources (e.g. Steffen, Robertson and Kirsten, 1992), there appears to be no single-source electronic compilation. There has also been much interest in the peroxide method of siderite compensation in the Sobek Procedure developed by the Pennsylvania-West Virginia Overburden Task Force.
The following procedures have been culled from a number of sources, which are referenced, and represent testing methods that have seen commercial use. A degree of editing has been used to simplify electronic publishing, and to present methods in a similar format.
It is current practice to calculate acid generation potential for materials in Canadian metalliferous mines from sulphide sulphur content. This is usually accepted as the difference between total sulphur by Leco furnace or other method, and sulphate sulphur determined chemically. For a further discussion of this see Day, 1991 and Lawrence, 1997. On the other hand, acid generation potential for overburden material in Appalachian coal mines is normally calculated from total sulphur by Leco furnace.
For a discussion of the mineralogical and chemical characteristics of ABA testwork procedures, see the Acid Base Accounting (ABA) page at this site.
I am indebted to my colleagues Sohan Basra of CESL, Keith Brady of Pennsylvania DEP, Charles Bucknam of Newmont, Tom Durkin of South Dakota DENR, Kim Lapakko of Minnesota DNR, Rick Lawrence of UBC, Jeff Skousen of WVU, Rik Vos of BCRI and Carl Weatherell of MEND for assisting me in various stages of this compilation. I would also like to thank Patricia Keen and Tim O'Hearn of BC Research Inc., Vancouver, for the photographs accompanying the description of the BCRI Initial Method.
BC RESEARCH INC. INITIAL TEST (CHEMICAL) PROCEDURE FOR EVALUATING ACID PRODUCTION POTENTIAL OF ORE AND WASTE ROCK
Sample
The sample must be taken in such a manner that it is representative of the type of mineralization being examined. A composite consisting of split drill core or randomly selected grab samples should be satisfactory. The number of samples to be examined will depend on the variability of the mineralization and must be left to the discretion of the geologist.
The bulk sample is cone crushed to minus 10 mesh. A representative 250 g portion is split out, dried and pulverized to around 60% minus 400 mesh for assay, the titration test and, if necessary, the confirmations test.
Assay
The pulverized sample is assayed in duplicate for total* sulfur in a Leco furnace or by wet chemical methods. The acid production potential of the sample, expressed as kg of sulfuric acid** per tonne of sample, is calculated on the basis of the total* sulfur assay.
Titration Test
Duplicate l0 g portions of the pulverized sample are suspended in 100 ml of distilled water and stirred for approximately 15 minutes. The natural pH of the sample is recorded. The sample is then titrated to pH 3.5 with 1.0 N sulfuric acid using on automatic titrator. The test is continued until less than 0.1 ml of acid is added over a 4 hour period. The total volume of acid added is recorded and converted to kg per tonne of sample.
For a 10 g sample, the acid consumption is; given by:
ml 1.0 N H2SO4 x 4.9 kg/tonne
Interpretation
If the acid consumption value (in kg of acid** per tonne of sample) exceeds the acid-producing potential (kg per tonne), the sample will not be a source of acid mine drainage and no additional work is necessary. If the acid consumption is less than the acid production potential or the difference is marginal, the possibility of acid mine water production exists and the confirmation test is conducted. A pH of 3.5 is chosen for titration, as above this value, the acid-generating bacterium Thiobacillus ferrooxidans is not active.
Editor's Notes
*It is current practice to use sulphide sulphur, not total sulphur.
** It is current practice to express acid and neutralizing potential in kg/tonne CaCO3, not H2SO4.
Original Reference
Duncan, D.W. and Bruynesteyn, A. (1979), Determination of Acid Production Potential of Waste Materials, Met. Soc. AIME, paper A79-29, 10p.

Photograph 1: Bank of Automatic Titrators for BCRI Initial NP Determination

Photograph 2: Pair of Automatic Titrators for BCRI Initial NP Determination
Photographs Courtesy of BC Research Inc., Vancouver, BC
Objectives
Principles of Test
The acid potential derived by assuming total oxidation of sulphur (sulphides) in static prediction testing may not, under field conditions, be realized. To determine the degree to which the sulphur content of a sample might be oxidized, and to assess if this amount of acid is sufficient to overcome the neutralizing capacity of the sample, a biological oxidation test can be carried out. The test is usually only carried out if the sample is shown to be potentially acid producing in static testing.
A pre-acidified pulp containing the finely ground test sample is inoculated with an active culture of sulphide-oxidizing bacteria such as T. ferrooxidans and agitated under ideal conditions for bacterial oxidation. The pulp pH is monitored until stable indicating the end of oxidation. An equivalent weight to the original sample is then added in two increments after 24 and 48 hours and the pH is measured 24 hours after each addition. If the pH is above 3.5 at these times, the sample is classified as a non-acid producer, since the pH is out of the range considered essential for the growth and oxidative activity of the bacteria. If the pH remains below 3.5, a potential for acid generation is indicated.
Equipment
Reagents
Procedure
Typically, about 3 to 4 weeks following inoculation are required to complete this test.
Interpretation of Results
A decreasing pH following inoculation of the test pulp with bacteria indicates the biochemical oxidation of sulphides contained in the sample.
Once a stable pH or soluble metal concentration has been achieved it is assumed that all sulphide available for oxidation has reacted and the maximum of acidity has been generated. By adding more sample equal to the original weight after reaction and observing the pH change, the ability of the sample to generate acid in excess of its neutralizing capacity can be assessed. Specifically, the sample is confirmed to be an acid producer if the pH remains below 3.5. Above this pH, biochemical oxidation is considered to be unlikely, and the sample is classified as a non-acid producer.
Reporting of Results
The results of the test should be tabulated to provide the following information:
Sample description, test duration (days after inoculation), initial pH, pH after biological oxidation, pH after 1st increment of sample addition, pH after 2nd increment of sample addition (final pH), confirmation of acid production potential (yes/no)
Advantages of Test
Disadvantages of Test
Original Reference
Bruynesteyn, A. and Hackl, R.P. (1984), Evaluation of acid production potential of mining waste materials. Minerals and the Environment, 4(1), 5-8.
COASTECH MODIFIED BIOLOGICAL OXIDATION TEST
Some of the disadvantages of the BC Research Confirmation Test can be reduced by adopting the following modifications to the standard procedure. The modified test has been used routinely for a number of years.
The initial sample weight is selected on the basis of the sulphur content as follows (basis: 50 ml nutrient solution):
Table 1: Sample Weight for Various Sample Sulphur Contents, Coastech Modified Biological Oxidation Test (from Lawrence, R.W. and Sadeghnobari, A., 1986b)
% SULPHUR |
SAMPLE WEIGHT, g |
<4 |
10.0 |
4-8 |
7.5 |
8-15 |
5.0 |
>15 |
3.0 |
At the end of the test, following the full addition of extra sample, if the pH is still below 3.5, sodium hydroxide solution (3 to 6 N) is added to the pulp, stoichiometrically equivalent to the acid added initially to bring the pH into the biochemical oxidation range. The final pH is recorded after 1 hour. This procedure removes the bias towards an acid classification.
Original Reference
Lawrence, R.W. and Sadeghnobari, A. (1986), In-House Development of a Modified Biological Confirmation Test for AMD Prediction, Coastech Research.
see also: Lawrence, R.W., Poling, G.W. and Marchant, P.B.(1989), Investigation of predictive techniques for acid mine drainage. Report on DSS Contract No. 23440-7-9178/01-SQ, Energy Mines and Resources, Canada, MEND Report 1.16.1(a).
LAPAKKO PROCEDURE FOR THE DETERMINATION OF NEUTRALIZING POTENTIAL OF METAL MINE WASTE
The method used is a modification of the BC Research Initial Test. The major difference between the two methods is the use of a pH 6.0 endpoint instead of pH 3.5.
Sample Preparation
Grind or pulverize sample to 70% passing 325 mesh i.e. 70% of particles should have a diameter of less than 44 µm.
Titration Test
Prepare a stirred mixture of 10 g sample in 100 ml distilled water.
Using an automatic titrator (Type 45 AR Chemtrix pH controllers with Cole Parmer electrodes were used for the original work), titrate with 1.0 N sulphuric acid until a pH of 6.0 is reached. The test is complete when less than 0.1 ml acid is added over a 4 hour period.
Notes (Kim Lapakko)
The proposed alternative method of NP determination is the same as the B.C. Research initial test, except a titration endpoint of 6.0 was used in the present study rather than 3.5. pH 6 was selected since it is a commonly applied water quality standard. Therefore, the neutralization potential available above this pH represents the amount of acid that a mine waste could neutralize while maintaining drainage pH in a range that meets water quality standards.
It should be noted that this method is intended the NP present rather than the NP available for reaction in the field. Consequently, the value determined for waste rock will exceed that which is practically available in the field. This is the natural consequence of not running the test on field size particles, which would consider the mode of occurrence of neutralizing minerals. It's just a bit difficult to squeeze some of that field-sized material into these beakers. Nonetheless, for future testing I would consider using a larger particle size for waste rock. In our lab we have made the additional modification of using 2 g rather than 10 g in the test.
I must mention that for some solids, the procedure can be quite slow...as Rick Lawrence has mentioned numerous times (e.g. Lawrence & Wang, 1996). This is particularly the case for elevated carbonate contents and cases where the carbonate occurs with magnesium or magnesium and iron mixtures.
Original Reference
Lapakko, K. (1994), Evaluation of neutralization potential determinations for metal mine waste and a proposed alternative, Proc. International Land Reclamation and Mine Drainage Conference, Pittsburgh, USBM SP 06A-94, p129-137.
NEUTRALIZATION POTENTIAL - EPA (SOBEK) METHOD
Principles
The amount of neutralizing bases, including carbonates, present in overburden materials is found by treating a sample with a known excess of standardized hydrochloric acid. The sample and acid are heated to insure that the reaction between the acid and the neutralizers goes to completion.
The calcium carbonate equivalent of the sample is obtained by determining the amount of unconsumed acid by titration with standardized sodium hydroxide.
Comments
A fizz rating of the neutralization potential is made for each sample to insure the addition of sufficient acid to react all the calcium carbonate present.
During digestion, do not boil samples. If boiling occurs, discard sample and rerun. Before titrating with acid, fill burette with acid and drain completely. Before titrating with base, fill burette with base and drain completely to assure that free titrant is being added to the sample.
Chemicals
N2 = (N1V1) / V2, where
V1 = Volume of HCl used.
N1 = Normality of HCl used.
V2 = Volume of NaOH used.
N2 = Calculated Normality of NaOH
Calculate the Normality of the HCl using the following equation:
N1 = (N2V2) / V1, where
V2 = Volume of NaOH used.
N2 = Normality of NaOH used.
V1 = Volume of HCl used.
N1 = Calculated Normality of HCl.
Materials
Procedure
Table 2: Volume and Normality of Hydrochloric Acid Used for Each Fizz Rating (from Sobek et al., 1978)
FIZZ RATING |
HCl (ml) |
HCl (NORMALITY) |
None |
20 |
0.1 |
Slight |
40 |
0.1 |
Moderate |
40 |
0.5 |
Strong |
80 |
0.5 |
Calculations
1. Constant (C) = (ml acid in blank) / (ml base in blank).
2. ml acid consumed = (ml acid added) - (ml base added x C).
3. Tons CaCO3 equivalent / thousand tons of material = (ml of acid consumed) x (25.0) x (N of add).
Original Reference
Sobek, A., Schuller, Freeman, W.J. and Smith, R. (1978), Field and Laboratory Methods Applicable to Overburdens and Minesoil, (West Virginia Univ., Morgantown College of Agriculture and Forestry): EPA report no. EPA-600/2-78-054 p.47-50.
STATIC NET ACID GENERATION (NAG) PROCEDURE
Sample Preparation
Drill core and bulk rock samples should be crushed to nominal 4 mm and a sub sample pulverized to approximately 200 Mesh (<75 µm). Tailing and process residue samples can be tested 'as received'.
Reagents
Reagent 1: H202 - BDH 'Analar' Analytical Reagent 30% w/v (100 V), or equivalent, diluted 1:1 with deionized H20 to 15%. (Refer to Note 1).
Reagent 2: NaOH -0.50 M Standardized Solution.
Reagent 3: NaOH - 0.10 M Standardized Solution.
Method
Table 3: NaOH Concentration Required for Titration, Static Net Acid Generation (NAG) Procedure (from Miller, S., Robertson, A. and Donahue, T., 1997)
NAG SOLUTION pH |
REAGENT |
NaOH CONCENTRATION |
>2 |
3 |
0.10 M |
<2 |
2 |
0.50 M |
4. Calculation
Net Acid Generation
NAG = 49 x V x M/W
where:
NAG = net acid generation (kg H2SO4/tonne)
V = volume of base NaOH titrated (ml)
M = molarity of base NaOH (moles/l)
W = weight of sample reacted (g)
NOTE: If NAG value exceeds 25 kg H2SO4 per tonne, repeat using a 1.00 g samples.
Notes and Precautions
Reference
Miller, S., Robertson, A. and Donahue, T. (1997), Advances in Acid Drainage Prediction using the Net Acid Generation (NAG) Test, Proc. 4th International Conference on Acid Rock Drainage, Vancouver, BC, 0533-549.
see also: Lawrence, R.W., Jaffe, S. and Broughton, L.M. (1988), In-House Development of the Net Acid Production Test Method, Coastech Research.
THE MODIFIED ACID BASE ACCOUNTING PROCEDURE FOR NEUTRALIZATION POTENTIAL (LAWRENCE)
Table 4: Volume of HCl Added for Various Fizz Ratings, The Modified Acid Base Accounting Procedure for Neutralization Potential (Lawrence) (from Lawrence and Wang, 1997)
FIZZ RATING |
VOLUME OF 1.0 N HCl (ml) |
|
AT TIME = 0 hour |
AT TIME = 2 hour |
|
None |
1.0 |
1.0 |
Slight |
2.0 |
1.0 |
Moderate |
2.0 |
2.0 |
Strong |
3.0 |
2.0 |
Modified NP (kg CaCO3/t)
= [(N x vol (ml) of HCl) (N x vol (ml) NaOH) x 50] / [weight of sample (g)]
The acid generating potential of the sample should be calculated on the basis of the sulphide-sulphur content (AP = S= x 31.25). Sulphide-sulphur is typically determined as the difference between total sulphur and sulphate-sulphur, although analysis of other sulphur species such as elemental sulphur and barite-sulphur is sometimes justified. Caution should be exercised for certain samples in interpreting sulphate-sulphur analyses as this form can be either inert (e.g. gypsum) or essentially stored products of acid drainage that could become mobilized if conditions within a waste change. Reference to the MEND Report 1.16.1c is suggested (Norecol Environmental Consultants, 1991) for a discussion of sulphur species.
Reference
Lawrence, R.W. and Wang, Y. (1997), Determination of Neutralization Potential in the Prediction of Acid Rock Drainage, Proc. 4th International Conference on Acid Rock Drainage, Vancouver, BC, p449-464.
see also: Coastech Research (1991), Acid Rock Drainage Prediction Manual, MEND Project Report 1.16.1b, MEND, Ottawa, Ontario.
PEROXIDE SIDERITE CORRECTION FOR SOBEK METHOD
(Skousen et al.)
The following discussion and method is taken from Skousen et al. (1997) and is reproduced here with the kind permission of the authors.
Discussion
Meek (1981) suggested that the NP of certain rock units is overestimated when siderite (FeCO3) is present. Siderite, along with calcite and dolomite, is a common carbonate mineral in the overburden associated with Appalachian coal beds (Cecil et al., 1985; Morrison et al., 1990b). Even though natural weathering of siderite is a slow process, siderite will react if exposed to aqueous and acidic conditions used in the laboratory to determine NP (Doolittle et al., 1992). When present in an overburden sample, siderite reaction with acid contributes to the apparent alkaline-producing potential of the rock (Meek, 1981; Morrison et al., 1990a; Wiram, 1992). Continued weathering of siderite, however, produces a neutral (Meek, 1981; Shelton et al., 1984) to slightly acid solution as indicated in the following reaction (Cravotta, 1991; Doolittle et al., 1992; Frisbee and Hossner, 1995; Postma, 1983):
FeCO3 + 0.25 O2 + 2.5 H2O = Fe(OH)3 + H2CO3 [1]
Where H2CO3 = H2O + CO2 (aq)
In the laboratory determination of NP in ABA, many reaction steps during the titration can affect the pH. The first step in the reaction of siderite with excess hydrochloric acid (HCl) is:
FeCO3 + 2HCl = Fe2+ + 2Cl- + H2O + CO2 [2]
Because the solution is acidic, the CO2 is exsolved as a gas. The ferrous iron (Fe2+) produced by reaction 2 is also unstable and will slowly oxidize to ferric iron (Fe3+) and consume additional HCl:
Fe2+ + 0.25O2 + HCl = Fe3+ + Cl- + 0.5H2O [3]
The ferric iron (Fe3+) produced will consume base ions upon titration with sodium hydroxide (NaOH) and precipitate as ferric hydroxide:
Fe3+ + 3NaOH = Fe(OH)3 + 3Na+ [4]
The overall reaction is essentially reaction 1 with the addition of sodium (Na+) and chloride (Cl-):
FeCO3 + 0.25O2 + 3HCl + 3NaOH = Fe(OH)3 + 3Na+ + 3Cl- + 1.5H2O + CO2 (g) [5]
Reaction 5, which represents the major reactants and products for the NP digestion and titration, shows that 3 mol of acidity (HCl) and 3 mol of base (NaOH) are consumed, and that CO2 is exsolved. As a result, the overall reaction yields a zero NP for siderite (no net acidity or alkalinity). Because the standard NP procedure as outlined by Sobek et al. (1978) does not allow sufficient time for ferrous iron oxidation and subsequent precipitation of ferric hydroxide, the procedure accounts for only the initial reaction, resulting in 3 mol of alkalinity (Eq. [2]-[3]). Therefore, erroneously high NP values can be generated with samples containing high amounts of siderite. Such an analytical oversight can lead to incorrect post-mining water quality predictions, result in premature mine closure, and produce costly, long-term reclamation liabilities for mining companies (Wiram, 1992).
Meek (1981) was the first to suggest adding a small quantity of 30% hydrogen peroxide (H2O2) to the filtrate of an HCl-digested siderite overburden sample to oxidize ferrous iron to ferric iron before back-titration. Because the resulting ferric iron is precipitated as Fe(OH)3 upon titration, the solution yields a more accurate NP value. The addition of H2O2 after the initial titration results in the formation of additional Fe(OH)3 due to enhanced oxidation at higher pH values.
Method
The method, as developed by a Pennsylvania-West Virginia Overburden Task Force (Leavitt et al., 1995), is as follows (for triplicate samples and a blank):
Original Reference
Skousen, J., Renton, J., Brown, H., Evans, P., Leavitt, B., Brady, K., Cohen, L. and Ziemkiewicz, P. (1997), Neutralization Potential of Overburden Samples containing Siderite, Journal of Environmental Quality, v26, n3, p673-681.
Editor's Note: The following procedure for Paste pH is that currently recommended by the British Columbia Ministry of Employment and Investment, Energy and Minerals Division (Price, 1997). It is based on the method of Sobek et al. (1978), with modifications by Page et al. (1982) and others. Modifications to the method of Sobek are shown in italics.
Care must be taken to insure electrode life and accurate pH measurements:
1. Electrode should not remain in the sample longer than necessary for a reading, especially if more alkaline than pH 9.0 or more acidic than pH 2.0.
2. Electrode should be washed with a jet of distilled water from a wash bottle after every measurement (sample or buffer solution).
3. Electrode should be dipped in dilute (0.1 N) hydrochloric acid for a few seconds and washed with distilled water to remove any calcium carbonate film which may form, especially from alkaline samples.
4. Drying out of the electrode should be avoided.
5. Electrode is cleaned and suspended in distilled water (which is protected from evaporation) for storage.
6. Place pH meter in standby position when electrode is not in a solution.
The pH meter and electrode should be standardized with buffers differing by 3 or 4 pH units, such as 7.0 and 4.0, before beginning a series of measurements. After every tenth measurement, recheck the standardization with both buffers. Care should be taken not to contaminate one buffer with the other buffer or with the test solution. Never return used standard buffers to their stock bottles.
Chemicals (from Sobek et al. 1978)
1. Standard buffer solutions, pH 4.00 and pH 7.00.
2. Distilled water (H2O).
Materials (from Sobek et al.. 1978)
1. pH meter equipped with combination electrode.
2. Paper cups, 30 ni capacity.
3. Plastic cups.
4. Stirring rod.
5. Wash bottle containing distilled water.
6. Balance, can be read to 0.1 g.
Procedure (1:1 Solid:Solution Ratio)
1. Turn on pH meter, adjust temperature setting and "zero" pH meter per instruction manual.
2. Place pH 4.0 and pH 7.0 standard buffers in two plastic cups (one buffer in each cup).
Note: Never return used buffers to stock bottles.
3. Place electrode in the pH 7.0 buffer.
4. Adjust pH meter to read 7.0.
5. Remove electrode from buffer solution and wash with a jet of distilled water from a wash bottle.
6. Place electrode in the pH 4.0 buffer and check the pH reading.
Note: If pH meter varies more than ±0.1 pH units from 4.0, something is wrong with the pH meter, electrode or buffers.
Note: the following adapted from Page et al. (1982).
7. Weight or measure 20g of air-dry test material and 20 ml of distilled water.
8. Mix thoroughly for 5 sec, preferably with a portable mechanical stirrer.
9. Let stand for l0 min.
10. Insert electrode(s) into the container, and stir the supernatant by swirling the electrodes slightly. Protect the electrodes taking care not to contact sealed particles, moving the electrode carefully about to insure removal of water film around the electrode. Electrodes are easily scratched.
11. When reading remains constant, record pH and remove electrode from the supernatant Carefully wash electrode with distilled water. If all pH measurements are completed, the electrode should be stored in a beaker of distilled water. Note: After every 10 samples, check meter calibration with standard buffers.
References
Price, W.A. (1997), DRAFT Guidelines and Recommended Methods for the Prediction of Metal Leaching and Acid Rock Drainage at Minesites in British Columbia, British Columbia Ministry of Employment and Investment, Energy and Minerals Division, Smithers, BC, (April), 143p.
Sobek, A.A., Schuller, W.A., Freeman, J.R. and Smith, R.M. (1978), Field and Laboratory Methods Applicable to Overburden and Minesoils, Report EPA-600/2-78-054, U.S. National Technical Information Service Report PB-280 495.
©The contents of this web page are protected by copyright law. Please contact the authors for permission to re-use the contained information.
Cecil, C.B., Stanton, R.W., Neuzil, S.G., Dulong, F.T., Ruppert, L.F. and Pierce, B.S. (1985), Paleoclimatic Controls on Late Paleozoic sedimentation and peat formation in the Central Appalachian Basin (U.S.A.), Int. J. Coal Geol., v5, p195-230.
Coastech Research (1989), Investigation of Prediction Techniques for Acid Mine Drainage, MEND Project Report 1.16.1a, MEND, Ottawa, Ontario.
Coastech Research (1991), Acid Rock Drainage Prediction Manual, MEND Project Report 1.16.1b, MEND, Ottawa, Ontario.
Cravotta, C.A. (1991), Geochemical evaluation of acidic groundwater at a reclaimed surface coal mine in western Pennsylvania, in Proc. 1991 Meeting of the American Society of Surface Mining and Reclamation, 14-17 May, Durango, CO, p14-17.
Day, S.J. (1991), New Methods for Determination of Key Mineral Species in Acid Generation Prediction by Acid-Base Accounting, MEND Project Report 1.16.1c, MEND, Ottawa, Ontario.
Doolittle, J.J., Frisbee, N.M. and Hossner, L.R. (1992), Evaluation of acid-base accounting techniques used in surface-mine reclamation, Proc. 1992 Meeting of the American Society of Surface Mining and Reclamation, 14-18 June, Duluth, MN, p68-76.
Downing, B.W. and Madeisky, H.E. (1997), Acid Rock Drainage Study of the Ovoid Zone Voiseys Bay Project, paper prepared for Fourth International Conference on Acid Mine Drainage, Vancouver, 10p.
Duncan, D.W. and Bruynesteyn, A. (1979), Determination of acid production potential of waste materials, Met. Soc. AIME, paper A79-29, l0pp.
Erickson, P.M. and R. Hedin (1988), Evaluation of overburden analytical methods as a means to predict postmining coal mine drainage quality. U.S. Bur. of Mines IC 9183, p. 11-19;
Finkelman, R.B. and Giffin, D.E. (1986), Hydrogen peroxide oxidation: an improved method for rapidly assessing acid-generating potential of sediments and sedimentary rocks, Recreation and Revegetation Research, 5, 521-34.
Frisbee, N.M. and Hossner, L.R. (1995), Siderite weathering in acidic solutions under carbon dioxide, air and oxygen, Journal of Environmental Quality, v24, p856-860.
Lawrence, R.W. and Sadeghnobari, A. (1 986a), In-house development of a modified acid-base accounting procedure, Coastech Research.
Lawrence, R.W. and Sadeghnobari, A. (1986b), In-house development of a modified biological confirmation test for AMD prediction, Coastech Research.
Lawrence, R.W., Jaffe, S. and Broughton, L.M. (1988), In-house development of the Net Acid Production Test method, Coastech Research.
Lawrence, R.W., Poling, G.W. and Marchant, P.B. (1989a), Investigation of prediction techniques for acid mine drainage, DSS Contract No.23440-7-9178/01-SQ, Final Report.
Lawrence, R.W., Ritcey, G.M., Poling, G.W. and Marchant, P.B. (1989b), Strategies for the prediction of acid mine drainage, Proc. 13th Annual Mine Reclamation Meeting, Vernon, B.C., June 7-9.
Lawrence, R.W. (1995), Prediction of Acid Rock Drainage Fundamentals and Tools, MEND Prediction Workshop, Montreal, 7-8 December, MEND, Ottawa, Ontario, 27p.
Lawrence, R.W. and Wang, Y. (1996), Determination of Neutralization Potential for Acid Rock Drainage Prediction, MEND Project Report 1.16.3, MEND, Ottawa, Ontario.
Lawrence, R.W. and Wang, Y. (1997), Determination of Neutralization Potential in the Prediction of Acid Rock Drainage, Proc. 4th International Conference on Acid Rock Drainage, Vancouver, BC, p449-464.
Leavitt, B.J., Skousen, J. and Ziemkiewicz, P. (1995), Effects of siderite on the neutralization potential in the acid-base account, in Proc. 17th Annual West Virginia Surface Mine Drainage Task Force Symposium, 4-5 April, West Virginia Univ., Morgantown.
Meek, F.A. (1981), Development of a Procedure to Accurately Account for the presence of Siderite during Mining Overburden Analysis, Proc. 2nd Annual West Virginia Surface Mine Drainage Task Force Symposium, 27 April, West Virginia Univ., Morgantown.
Miller, S., Robertson, A. and Donahue, T. (1997), Advances in Acid Drainage Prediction using the Net Acid Generation (NAG) Test, Proc. 4th International Conference on Acid Rock Drainage, Vancouver, BC, p533-549.
Morrison, J.L., Atkinson, S.d., Davis, A. and Scheetz, B.E. (1990a), The use of CO2 Coulimetry in differentiating and quantifying the carbonate phases in coal-bearing strata of western Pennsylvania: Its applicability in interpreting and modifying neutralization potential (NP), in Skousen et al. (Ed.), Proc. 1990 Meeting of the American Society for Surface Mining and Reclamation, 23-26 April, West Virginia Univ., Morgantown, p243-247.
Morrison, J.L., Scheetz, B.E., Strickler, D.W., Williams, E.G., Rose, A.W., Davis, A. and Parizek, R.R. (1990b), Predicting the occurrence of acid mine drainage in the Alleghenian coal-bearing strata of western Pennsylvania: an assessment by simulated weathering (leaching) experiments and overburden characterization, in Chyi, L.L. and Chou, C. (Ed.), Recent Advances in Coal Geochemistry, Special Paper 248, Geological Soc. of America, Denver, CO.
Page, A.L., Miller,R.H. and Keeney, D.R. (1982), Methods of Soil Analysis: Part 2 - Chemical and Microbiological Properties, 2nd Edn., American Society of Agronomy Inc., Soil Science Society of America Inc., p199-209.
Postma, D. (1983), Pyrite and siderite oxidation in swamp sediments, J. Soil Science, v34, p163-192.
Price, W.A. and Errington, J.C. (1995), ARD Guidelines for Mine Sites in British Columbia, BC Ministry of Energy, Mines and Petroleum Resources, Victoria, BC, 29p.
Price, W.A., Morin, K. and Hutt, N. (1997), Guidelines for the Prediction of Acid Rock Drainage and Metal Leaching for Mines in British Columbia: Part II. Recommended Procedures for Static and Kinetic Testing, Proc. 4th International Conference on Acid Mine Drainage, Vancouver, BC, p15-30.
Price, W.A. and Errington, J.C. (1995), ARD Guidelines for Mine Sites in British Columbia, British Columbia Ministry of Energy, Mines and Petroleum Resources, Victoria, BC, 29p.
Price, W.A., Morin, K. and Hutt, N. (1997), Guidelines for the Prediction of Acid Rock Drainage and Metal Leaching for Mines in British Columbia: Part II - Recommended Procedures for Static and Kinetic Testing, Proc. 4th International Conference on Acid Rock Drainage, Vancouver, BC, p15-30.
Price, W.A. and Kwong, Y.T.J. (1997), Waste Rock Weathering, Sampling and Analysis: Observations from the British Columbia Ministry of Employment and Investment Database, Proc. 4th International Conference on Acid Rock Drainage, Vancouver, BC, 31-45.
Price, W.A. (1997), DRAFT Guidelines and Recommended Methods for the Prediction of Metal Leaching and Acid Rock Drainage at Minesites in British Columbia, British Columbia Ministry of Employment and Investment, Energy and Minerals Division, Smithers, BC, (April), 143p.
Province of British Columbia (1992), Waste Management Act: Special Waste Regulation Schedule 4, Parts 1 and 2, Queen's Printer, Victoria, BC, p72-79.
Shelton, P.A., Ammons, J.T. and Freeman, J.R. (1984), Neutralization Potential: A Closer Look, Green Lands, v13, n4, p35-37, West Virginia Mining and Reclamation Assoc., Charleston.
Sherlock, E.J., Lawrence, R.W. and Poulin, R. (1995), On the Neutralization of Acid Rock Drainage by Carbonate and Silicate Minerals, Environmental Geology, v25, 43-54.
Skousen, J., Renton, J., Brown, H., Evans, P., Leavitt, B., Brady, K., Cohen, L. and Ziemkiewicz, P. (1997), Neutralization Potential of Overburden Samples containing Siderite, Journal of Environmental Quality, v26, n3, p673-681.
Sobek, A.A., Schuller, W.A., Freeman, J.R. and Smith, R.M. (1978), Field and laboratory methods applicable to overburden and minesoils, EPA 600/2-78-054, 203pp.
Soregaroli, B.A. and Lawrence, R.W. (1997), Waste Rock Characterization at Dublin Gulch: A Case Study, Proc. 4th International Conference on Acid Rock Drainage, Vancouver, BC, p631-645.
Steffen, Robertson and Kirsten (B.C.) Inc. and B.C. Research and Development (1992), Guidelines for Acid Rock Drainage Prediction in The North, Indian and Northern Affairs Canada, Ottawa, Ontario.
Wiram, V.P. (1992), 'Siderite Masking': A Factor to consider in overburden acid-base balancing, in Proc. 13th Annual West Virginia Surface Mine Drainage Task Force Symposium, 8-9 April, West Virginia Univ., Morgantown.