KINETIC TESTS AND RISK ASSESSMENT FOR ARD
|
|
|
- Jared Reed
- 10 years ago
- Views:
Transcription
1 th Presented at the 5 Annual BC Metal Leaching and ARD Workshop, December 9-10, 1998, Vancouver, Canada KINETIC TESTS AND RISK ASSESSMENT FOR ARD by Kevin A. Morin and Nora M. Hutt Minesite Drainage Assessment Group Suite 2401, 289 Drake Street, Vancouver, British Columbia V6B 5Z5 (replaced by in January 1999) ABSTRACT This paper examines the relationship between geochemical kinetic tests and the assessment of risk for ARD. A classic definition of risk depends on the likelihood that ARD will appear and the consequence if it does. The consequence of ARD is generally independent of kinetic tests, so the focus in this paper is placed on the relationship between kinetic tests and the prediction of ARD likelihood. Standard international practice involves the Wheel approach, in which several types of static and kinetic tests are conducted and compared. Therefore, kinetic tests alone should never be used for ARD predictions. This minimizes errors in ARD likelihood. The most common kinetic tests are laboratory-based columns and humidity cells and fieldbased test pads. Unlike columns and pads which often do not often provide any unique information under the Wheel, humidity cells typically provide primary-mineral rates without the complication of secondary-mineral precipitation. For ARD likelihood, they provide the relative rates of NP consumption and acid generation, which are critical for (1) estimating the duration of these reactions and (2) separating net-acid-generating from net-acid-neutralizing rock with a site-specific NPR (=NP/AP) value under acid-base accounting. Calculations show that gypsum precipitation can lead to significant errors in the aqueous rate ratio of NP consumption to acid generation after only 15-30% of the initial aqueous calcium precipitates. For example, an actual rate ratio of 1.5, which means that NP consumption is 1.5 times faster than acid generation, will be measured as 6.0 after roughly 60% of the calcium is precipitated in a magnesium-free kinetic test. This falsely indicates that all samples with NPR values less than 6.0 will generate net acidity at some point, which is an incorrect prediction of high ARD likelihood. Data from the International Kinetic Database suggest this error is rare in kinetic tests, but appropriate kinetic-test closedown procedures should always be conducted for confirmation. On the other hand, human misinterpretations of kinetic tests are apparently more common. They tend towards the opposite error of gypsum precipitation, that is, incorrect predictions of low ARD likelihoods.
2 Kinetic Tests and Risk Assessment for ARD - Morin and Hutt Page 2 1. INTRODUCTION A classical definition of risk is based on two basic factors, likelihood and consequence. Therefore, a basic risk assessment for ARD addresses both the likelihood that ARD will appear and the consequence if it does. Geochemical kinetic tests, like columns and humidity cells, provide estimates of concentrations or reaction rates. These estimates indicate the severity and duration of ARD and metal leaching, and thus are related to consequence. However, in many environmental settings, the consequence of ARD is often considered moderate to severe, mostly independent of ph and acidity. In other words, the environmental consequence is often considered at least moderate whether ph is 2 or 4 and whether acidity is 100,000 or 1,000 mg/l. Because the consequence of ARD is mostly independent of kinetic-test results, this paper instead focusses on the relationship of kinetic tests to the likelihood of ARD. Specifically, we address the question of, How do kinetic tests contribute to the accurate prediction of the likelihood of ARD?. 2. IMPORTANT INFORMATION PROVIDED BY KINETIC TESTS International standard practice has evolved into the Wheel approach (Figure 1). This requires that all the tests be conducted and compared, because the redundancies and cross-checks in the Wheel are critical for accurate predictions of ARD and metal leaching. If there is a discrepancy between one or more tests, then additional work must be done to explain and resolve it. For this reason, kinetic tests should never be used alone for predictions of ARD. In turn, the potential for predictive error on the likelihood of ARD is minimal, except for the parameters that are provided solely by one test like kinetic tests. The main kinetic tests are laboratory-based columns and humidity cells and field-based test pads. Column tests and pads have not been widely standardized and thus they come in all shapes, sizes, and water-rinse rates. Rinse rates are typically low, such as through trickle leaching or rainfall simulation. As a result, not all reaction products are removed from many columns and pads, and secondary The Wheel Approach for Drainage Chemistry Acid-Base Accounting NAG Testing Total Metals & Whole Rock On-Site Monitoring Data Prediction of Drainage Chemistry Mineralogy Field Kinetic Tests Laboratory Kinetic Tests Retention Tests FIGURE 1. The Wheel Approach for Predicting Drainage Chemistry and the Likelihood of ARD.
3 Kinetic Tests and Risk Assessment for ARD - Morin and Hutt Page 3 minerals accumulate in them. In terms of overall drainage-chemistry predictions (Figure 2), columns often provided estimates of Rate2, which is the actual concentration as mg/l expected in the drainage. In the Wheel (Figure 1), onsite kinetic tests and on-site monitoring actually provide better estimates of Rate2 than laboratory columns, but columns are useful when the others are not yet available. First Stage Reactive Primary Minerals Present Dissolution of Reactive Primary Minerals Precipitation of Secondary Minerals (retention of reaction products) Early-Term Drainage Chemistry RATE1 RATE1 Second Stage Reactive Primary Minerals Exhausted Dissolution of Secondary Minerals and Slow Dissolution of Less- Reactive Primary Minerals Middle-Term Drainage Chemistry Third Stage Reactive Primary and Secondary Minerals Exhausted Slow Dissolution of Less- Reactive Primary and Secondary Minerals Late-Term Drainage Chemistry Since columns and field pads often do not provide anything unique under the Wheel, the redundancies from the other tests minimize the error on ARD likelihood from columns. Nevertheless, if a column or pad alone Time FIGURE 2. Three Stages of Minesite-Drainage Chemistry (from Morin and Hutt, 1997a). yields ph 4.0 instead of 2.0, the likelihood of ARD is still properly predicted. However, it is important to note that information from a ph-neutral column or pad cannot necessarily be used to predict whether the column will be acidic later, as explained below in Section 3. Unlike columns and field pads, humidity cells have been standardized with minor modifications for the last 30 years. More importantly, they have a different objective than columns, that is, to provide primary-mineral reaction rates without the interference of secondary-mineral accumulation (Rate1, Figure 2). To accomplish this, excess water must be added and, in some cases, the water and sample must be stirred. Interestingly, because secondary-mineral precipitation is minimized, some inexperienced people mistakenly consider cells as accelerated compared to columns and field data, when in fact they are simply providing different information. As with columns, a ph of 2.0 or 4.0 from a cell does not affect the prediction of ARD likelihood. However, unlike columns at neutral ph, ph-neutral cells do provide something unique: primary-mineral rates of acid generation (based on sulphate production) and acid neutralization (as NP consumption). These rates from cells are critical to the accurate prediction of ARD likelihood. For example, if NP is consumed twice as fast as sulphide, then any related sample with an NPR value (= NP/AP from acid-base accounting) less than 2.0 should be given a high likelihood of ARD. Similarly, if NP is consumed 1.5 times as fast as sulphide, then any related sample with an NPR less than 1.5 is assigned a high likelihood of ARD. Thus this ratio of rates represents a site-specific or unit-specific criterion for NPR, and eliminates the uncertain range given to ABA results in preliminary stages. The following section discusses how errors can arise in the aqueous rate ratio from columns tests, field pads, and improperly operated cells.
4 Kinetic Tests and Risk Assessment for ARD - Morin and Hutt Page 4 3. POTENTIAL ERRORS IN THE SITE-SPECIFIC NPR CRITERION DUE TO KINETIC TESTS As explained in Section 2, humidity cells uniquely provide primary-mineral reaction rates and the ratio of rates of acid generation and NP consumption, whereas columns and field pads often include secondary-mineral precipitation. This section illustrates the resulting error in ARD likelihood when a secondary mineral, gypsum in this case, is allowed to accumulate in a column, pad, or in an improperly operated humidity cell. If gypsum (CaSO C2H O) precipitates from water within a kinetic test, it removes calcium and 4 2 sulphate from the water. Since calcium reflects the rate of NP dissolution, at least in part and depending on mineralogy, the loss of aqueous calcium to gypsum means that the rate of NP consumption is underestimated and that the duration of neutralization is overestimated. The rate of carbonate-based NP consumption is actually represented by calcium plus magnesium, to include magnesium-bearing carbonates like dolomite. Similarly, the loss of aqueous sulphate to gypsum means that the rate of acid generation is underestimated and that the duration of sulphide oxidation is overestimated. These errors can lead to predictive errors on the likelihood and extent of ARD. In carbonate and some aluminosilicate systems, the rate of NP consumption is represented by aqueous concentrations of calcium plus magnesium, and the rate of acid generation and sulphide oxidation are represented by aqueous concentrations of sulphate. For carbonate systems, the rate ratio of NP consumption to acid generation should usually be greater than 1.0 and less than 2.0 (Morin and Hutt, 1997a). For any initial ratio (before gypsum precipitation) greater than 1.0, the measured apparent ratio (after gypsum precipitation) from a kinetic test will be affected by (1) the degree of gypsum precipitation and (2) the aqueous Ca:Mg value, as explained below. For example, if the initial ratio is 1.5 (Figure 3a), then the apparent ratio begins to differ significantly after roughly 30% of the initial calcium is precipitated as gypsum. If nearly 60% of the calcium is precipitated in a magnesium-free kinetic test, the test will erroneously indicate the NP is being consumed six times faster than acid is being generated, that is, the rate ratio is 6.0. This could lead to a prediction of high likelihood of ARD if the initial ABA analysis indicated the sample had an NPR of less than 6.0. In reality, the likelihood would be very low for NPRs above 1.5 because the real rate ratio is 1.5. In other words, gypsum precipitation can overestimate the likelihood of ARD. Numerically, this can be seen by starting with kinetic-test water containing moles of calcium, no magnesium, and moles of sulphate, yielding an initial rate ratio of 1.5 (1.000/0.667). If 60% of the calcium (0.600 moles) precipitates as gypsum, then moles of sulphate is also precipitated, leaving moles of calcium and moles of sulphate in the water. Thus, the apparent rate ratio is 6.0 (0.400/0.067). This effect is even stronger at a higher initial rate ratio of 2.0 (Figure 3b). The apparent ratio begins to differ significantly from the initial ratio after roughly 15% of initial calcium is precipitated. In a magnesium-free cell, the apparent rate ratio reaches 6.0 after only roughly 25% of the calcium is precipitated.
5 Kinetic Tests and Risk Assessment for ARD - Morin and Hutt Page 5 Molar Ratio of (Ca+Mg)/SO4 (=NP Consumption/Acid Generation) Effect of Gypsum Precipitation on Calculated Rate Ratio of NP Consumption/Acid Generation: 8.00 Original Ratio = Ca: 0 Mg 1 Ca: 0.25 Mg 1 Ca: 0.50 Mg 1 Ca: 0.75 Mg 1 Ca: 1.00 Mg 1 Ca: 1.25 Mg Percent of Original Calcium Precipitated (%) FIGURE 3a. Molar Ratio of (Ca+Mg)/SO4 (=NP Consumption/Acid Generation) Effect of Gypsum Precipitation on Calculated Rate Ratio of NP Consumption/Acid Generation: Original Ratio = Ca: 0 Mg 1 Ca: 0.5 Mg 1 Ca: 1.0 Mg 1 Ca: 1.5 Mg 1 Ca: 2.0 Mg 1 Ca: 2.5 Mg Percent of Original Calcium Precipitated (%) FIGURE 3b. Molar Ratio of (Ca+Mg)/SO4 (=NP Consumption/Acid Generation) Effect of Gypsum Precipitation on Calculated Rate Ratio of NP Consumption/Acid Generation: 2.00 Original Ratio = Trend independent of initial Ca:Mg Percent of Original Calcium Precipitated (%) FIGURE 3c. FIGURE 3. Effect of Gypsum Precipitation on the Calculated Ratio of NP Consumption to Acid Generation Based on Initial Ratios of (a) 1.50, (b) 2.00, and (c) 1.00.
6 Kinetic Tests and Risk Assessment for ARD - Morin and Hutt Page 6 This effect of gypsum precipitation for rate ratios greater than 1.0 is lessened as the relative proportion of aqueous magnesium increases (Figures 3a and 3b). Calcium becomes a relatively minor species and the precipitation of gypsum removes relatively little sulphate and no magnesium. As a result, the apparent rate ratio is not affected as strongly. The effect of gypsum precipitation is different if the initial rate ratio is exactly 1:1 in the absence of gypsum precipitation. In this case, the rate ratio will not change as any gypsum is precipitated and it is also independent of the value of Ca:Mg in the water (Figure 3c). Based on this theory, it is interesting to question whether significant gypsum precipitation typically occurs in kinetic tests and if this has resulted in errors of ARD likelihood. As a general empirical assessment of this, the International Kinetic Database (IKD), Version 98.3 (MDAG Publishing, 1998) was checked for anomalies. This was done by plotting aqueous ph against the rate ratio from 448 humidity cells from 61 minesites (Figure 4a). The objective was to search for rate ratios around near-neutral ph that might be anomalous, that is, above 2.0, although these ratios can be normal for certain mineralogies and conditions. Some near-neutral cells did have elevated rate ratios (Figure 4a), which might imply significant gypsum precipitation. However, it is well known that cells with low acid-generation rates produce high rate ratios simply through the weekly addition of rinse water (Morin and Hutt, 1997a). In other words, the addition of water causes much more NP consumption than that caused by the acid generation. This can be seen in the IKD cells (Figure 4b) below an acid-generation rate of approximately 30 mg SO 4/kg/wk. Therefore, many of the elevated rate ratios from the cells are due to the rinsing effect, rather than gypsum precipitation. In fact, to initiate gypsum precipitation, concentrations of sulphate have to be relatively high, so gypsum effects should appear primarily at high sulphate-production rates. However, they are not seen (Figure 4b). As explained in Sections 1 and 2, columns often have slower rates of rinsing and may thus promote gypsum precipitation. Although the IKD contains fewer columns than cells (Figures 5a and 5b), the same trends noted for cells are visible: elevated rate ratios appear below approximately 20 mg SO /kg/wk and are thus apparently not attributable to gypsum precipitation. 4 One might think that gypsum saturation within a kinetic test would be apparent from the elevated concentrations of calcium and sulphate, around 600 and 1200 mg/l, respectively, in the rinse waters. However, if only the water layers around some mineral grains have reached gypsum saturation and have precipitated gypsum, then the bulk rinse water may instead contain only tens of mg/l of calcium and sulphate. Similarly, if all mineral grains are not rinsed regularly and well, the bulk rinse water may contain relatively low concentrations of calcium and sulphate. Therefore, aqueous concentrations from kinetic tests are not appropriate for determining gypsum saturation within kinetic tests. This is why the kinetic-test Closedown Procedure (e.g., Appendix C in Morin and Hutt, 1997a) is important. The 24-hour 3-L agitation of the entire sample will reveal whether gypsum has accumulated in a cell through elevated concentrations despite the larger water volume. This Closedown Procedure provides a valuable check on the precipitation of gypsum and other secondary minerals during a kinetic test.
7 Kinetic Tests and Risk Assessment for ARD - Morin and Hutt Page 7 International Kinetic Database, Version (448 cells from 61 minesites) 100 Molar Ratio of NP:SO4 Rates International Kinetic Database, Version Late-Stage or Average ph FIGURE 4a. (448 cells from 61 minesites) 100 Molar Ratio of NP:SO4 Rates Rate of Acid Generation (mg SO4/kg/wk) FIGURE 4b. FIGURE 4. Molar Ratio of NP-Consumption to Sulphate-Production Rates vs (a) Aqueous ph and (b) Rate of Acid Generation (Sulphate Production) from Humidity Cells in the International Kinetic Database, Version 98.3 (MDAG Publishing, 1998).
8 Kinetic Tests and Risk Assessment for ARD - Morin and Hutt Page 8 International Kinetic Database, Version (71 columns from 12 minesites) Molar Ratio of NP:SO4 Rates Late-Stage or Average ph International Kinetic Database, Version 98.3 (71 columns from 12 minesites) 10 FIGURE 5a. Molar Ratio of NP:SO4 Rates Rate of Acid Generation (mg SO4/kg/wk) FIGURE 5b. FIGURE 5. Molar Ratio of NP-Consumption to Sulphate-Production Rates vs (a) Aqueous ph and (b) Rate of Acid Generation (Sulphate Production) from Columns in the International Kinetic Database, Version 98.3 (MDAG Publishing, 1998).
9 Kinetic Tests and Risk Assessment for ARD - Morin and Hutt Page 9 In summary, the ratio of NP consumption to acid generation can be affected by gypsum precipitation with kinetic tests. This can lead to significant overestimation of the likelihood of ARD. However, the International Kinetic Database suggests that this error is rare. Nevertheless, to be more certain, the accumulation of secondary minerals within kinetic tests can be checked with appropriate kinetic-test closedown procedures. 4. OTHER ERRORS IN ARD LIKELIHOOD RELATED TO KINETIC TESTS The primary, known error in ARD likelihood related to kinetic tests is actually human error in interpretations. For example, an international conference once received a draft paper indicating ABA criteria, like net acid generating rock at NPR<1.0, were wrong based on kinetic tests. Cells containing selected samples, with NPs up to approximately 100 t/1000 t and NPRs less than 1.0, were operated for 20 weeks. When these high-np samples did not become acidic after 20 weeks, the NPR criterion was declared erroneous. The authors were apparently not familiar with lag times to net acidity in high NP samples. The paper was rejected, but the point remains that there are still serious misinterpretations of kinetic tests occurring. Another, detailed example involves the Samatosum minesite (Morin and Hutt, 1997a and b). This minesite implemented an expensive and thorough waste-management plan, involving double handling of rock with layering and final covering of net-acid-generating and net-acid-neutralizing rock in the on-site waste-rock dump. This plan was partly based on laboratory columns containing similar layers of rock. The effluents from these columns were not analyzed for calcium and magnesium, and NP consumption was calculated solely from alkalinity. Based on this, the columns were predicted to remain near neutral ph indefinitely. However, alkalinity typically underestimates NP consumption (Figure 6) according to the International Kinetic Database (MDAG Publishing, 1998), so some of the Samatosum columns may actually have become acidic at some point. However, it made little difference for the Samatosum waste-rock dump, because physical factors caused ARD to appear despite the excess NP. Rate of NP Consumption as CaCO3 (mg/kg/wk) International Kinetic Database, Version 98.3 (448 cells from 61 minesites) Rate of Alkalinity Production (mg/kg/wk) FIGURE 6. NP Consumption vs Alkalinity Production in the International Kinetic Database, Version 98.3 (MDAG Publishing, 1998).
10 Kinetic Tests and Risk Assessment for ARD - Morin and Hutt Page 10 Interestingly, these human errors in ARD likelihood tends toward the negative, that is, to underestimate the likelihood of ARD. This is in contrast to gypsum precipitation (Section 3) which overestimates the likelihood. 5. CONCLUSION A significant potential error in predicting ARD likelihood and risk from kinetic tests can be traced to the precipitation of minerals like gypsum during kinetic testing. Calculations indicate that the precipitation of as little as 15-30% of the original calcium as gypsum can lead to incorrect predictions of high ARD likelihoods. However, data from the International Kinetic Database suggest this error is rare. Nevertheless, appropriate kinetic-test closedown procedures will reveal whether secondary-mineral have accumulated. On the other hand, human misinterpretations of kinetic tests are apparently more common. They tend towards the opposite error than gypsum precipitation, that is, incorrect predictions for low ARD likelihoods. 6. REFERENCES Morin, K.A., and N.M. Hutt. 1997a. Environmental Geochemistry of Minesite Drainage: Practical Theory and Case Studies. MDAG Publishing, Vancouver, British Columbia. ISBN Morin, K.A., and N.M. Hutt. 1997b. Control of Acidic Drainage in Layered Waste Rock at the Samatosum Minesite: Laboratory Studies and Field Monitoring. MEND Report MDAG Publishing The International Kinetic Database (IKD), Version MDAG Publishing, Vancouver, British Columbia.
Research on the Prediction of Mine Drainage and the Colloidal Transport of Metals
Research on the Prediction of Mine Drainage and the Colloidal Transport of Metals Heather Jamieson, Martha Buckwalter-Davis, Jessica Dongas and Lindsay Fenwick Department of Geological Sciences and Geological
Neutralization of Acid Mine Drainage Using Stabilized Flue Gas Desulfurization Material
Neutralization of Acid Mine Drainage Using Stabilized Flue Gas Desulfurization Material W. Wolfe 1, C.-M. Cheng 1, R. Baker 1, T. Butalia 1, J. Massey-Norton 2 1 The Ohio State University, 2 American Electric
Water remediation: Passive Treatment Technologies
Presenter: Jacques Meyer Project design: Adrian Haagner, Piet Smit & Jacques Meyer Water remediation: Passive Treatment Technologies Using a sub-surface flow wetland on a rehabilitated decommissioned coal
Factors Affecting Precipitation of Calcium Carbonate
Factors Affecting Precipitation of Calcium Carbonate John A. Wojtowicz Chemcon Laboratory tests with clear solutions showed that precipitation of calcium carbonate does not occur in the ph range 7.5 to
Chemical Calculations: The Mole Concept and Chemical Formulas. AW Atomic weight (mass of the atom of an element) was determined by relative weights.
1 Introduction to Chemistry Atomic Weights (Definitions) Chemical Calculations: The Mole Concept and Chemical Formulas AW Atomic weight (mass of the atom of an element) was determined by relative weights.
CHEMISTRY II FINAL EXAM REVIEW
Name Period CHEMISTRY II FINAL EXAM REVIEW Final Exam: approximately 75 multiple choice questions Ch 12: Stoichiometry Ch 5 & 6: Electron Configurations & Periodic Properties Ch 7 & 8: Bonding Ch 14: Gas
Chapter 17. The best buffer choice for ph 7 is NaH 2 PO 4 /Na 2 HPO 4. 19)
Chapter 17 2) a) HCl and CH 3 COOH are both acids. A buffer must have an acid/base conjugate pair. b) NaH 2 PO 4 and Na 2 HPO 4 are an acid/base conjugate pair. They will make an excellent buffer. c) H
In addition, a control wood bark test (without rock) was installed 10 weeks after all the other tests had begun. This control test consisted of approximately 10 kg of uncompacted wood bark placed in a
Prentice Hall. Chemistry (Wilbraham) 2008, National Student Edition - South Carolina Teacher s Edition. High School. High School
Prentice Hall Chemistry (Wilbraham) 2008, National Student Edition - South Carolina Teacher s Edition High School C O R R E L A T E D T O High School C-1.1 Apply established rules for significant digits,
Determination of the amount of sodium carbonate and sodium hydroxide in a mixture by titration.
Module 9 : Experiments in Chemistry Lecture 38 : Titrations : Acid-Base, Redox and Complexometric Objectives In this lecture you will learn the techniques to do following Determination of the amount of
Enhanced Organic Precursor Removals Using Aged Filter Media Page 1. Enhanced Organic Precursor Removals Using Aged Filter Media
Enhanced Organic Precursor Removals Using Aged Media Page 1 Enhanced Organic Precursor Removals Using Aged Media O b j e c t i v e s The main goals of this project was to evaluate the dissolved organic
GEOL 414/514 CARBONATE CHEMISTRY
GEOL 414/514 CARBONATE CHEMISTRY Chapter 6 LANGMUIR SOLUBILITY OF CALCITE CaCO 3 in nature: calcite & aragonite Reaction with strong acid: CaCO 3 + 2H + Ca +2 + H 2 O + CO 2 Reaction with weak acid: CaCO
Salinity Management and Soil Amendments for Southwestern Pecan Orchards
Salinity Management and Soil Amendments for Southwestern Pecan Orchards Thomas L. Thompson, Professor and Soils Specialist James L. Walworth, Associate Professor and Soils Specialist Department of Soil,
A User s Guide for the Ambient Water Quality Guidelines for Cadmium
A User s Guide for the Ambient Water Quality Guidelines for Cadmium What is a Water Quality Guideline? The British Columbia Ministry of Environment develops ambient water quality guidelines (WQGs) to assess
The formation of polluted mine water
The formation of polluted mine water Abandoned Mine Drainage How it happens How we can fix it Bruce Golden Western PA Coalition for Abandoned Mine Reclamation What we ll cover Brief Discussion about Mining
Ion Exchange Design Hand calculation. Brian Windsor (Purolite International Ltd)
Ion Exchange Design Hand calculation Brian Windsor (Purolite International Ltd) Introduction Before design programmes were introduced, every engineer had to calculate the design by hand using resin manufacturers
Major Ions in Water. Training module # WQ - 28. New Delhi, September 1999
World Bank & Government of The Netherlands funded Training module # WQ - 28 Major Ions in Water New Delhi, September 1999 CSMRS Building, 4th Floor, Olof Palme Marg, Hauz Khas, New Delhi 11 00 16 India
Determination of calcium by Standardized EDTA Solution
Determination of calcium by Standardized EDTA Solution Introduction The classic method of determining calcium and other suitable cations is titration with a standardized solution of ethylenediaminetetraacetic
Determination of the Amount of Acid Neutralized by an Antacid Tablet Using Back Titration
Determination of the Amount of Acid Neutralized by an Antacid Tablet Using Back Titration GOAL AND OVERVIEW Antacids are bases that react stoichiometrically with acid. The number of moles of acid that
In-Situ Bioremediation Demonstration of Coal-Based Acid Mine Drainage. Tide Mine Site Indiana County, Pennsylvania
In-Situ Bioremediation Demonstration of Coal-Based Acid Mine Drainage Tide Mine Site Indiana County, Pennsylvania Presented to: 26 th West Virginia Surface Mine Drainage Task Force Symposium Kelly S. Houston
UNITS OF CONCENTRATION
UNITS OF CONCENTRATION There are a number of different ways of expressing solute concentration that are commonly used. Some of these are listed below. Molarity, M = moles solute/liter of solution Normality,
Properties of Acids and Bases
Properties of Acids and Bases (Adapted from Flinn Scientific Acid Base Test Kit I #AP4567) Introduction Battery acid, stomach acid, acid rain just a few acids in our everyday life! What does it mean when
Hardness - Multivalent metal ions which will form precipitates with soaps. e.g. Ca 2+ + (soap) Ca(soap) 2 (s)
Water Softening (Precipitation Softening) (3 rd DC 178; 4 th DC 235) 1. Introduction Hardness - Multivalent metal ions which will form precipitates with soaps. e.g. Ca 2+ + (soap) Ca(soap) 2 (s) Complexation
Calculation of Molar Masses. Molar Mass. Solutions. Solutions
Molar Mass Molar mass = Mass in grams of one mole of any element, numerically equal to its atomic weight Molar mass of molecules can be determined from the chemical formula and molar masses of elements
Acid-Base Titrations Using ph Measurements
Acid-Base Titrations Using ph Measurements Introduction According to the Brønsted Lowry definition, an acid is a substance that donates a hydrogen ion and a base is a substance which will accept a hydrogen
Geochemical Characterization Kitsault Molybdenum Project
Geochemical Characterization Kitsault Molybdenum Project Report Prepared for Avanti Mining Inc. Report Prepared by SRK Consulting (Canada) Inc. 1CA020.002 October 2011 Geochemical Characterization: Kitsault
AP CHEMISTRY 2013 SCORING GUIDELINES
AP CHEMISTRY 2013 SCORING GUIDELINES Question 4 (15 points) For each of the following three reactions, write a balanced equation for the reaction in part (i) and answer the question about the reaction
Kinetic studies using UV-VIS spectroscopy Fenton reaction
Kinetic studies using UV-VIS spectroscopy Fenton reaction Abstract The goal of this exercise is to demonstrate the possibility of using a modern in situ spectroscopic method (UV-VIS spectroscopy) to investigate
7. 1.00 atm = 760 torr = 760 mm Hg = 101.325 kpa = 14.70 psi. = 0.446 atm. = 0.993 atm. = 107 kpa 760 torr 1 atm 760 mm Hg = 790.
CHATER 3. The atmosphere is a homogeneous mixture (a solution) of gases.. Solids and liquids have essentially fixed volumes and are not able to be compressed easily. have volumes that depend on their conditions,
ACID-BASE TITRATIONS
ACID-BASE TITRATIONS 1 In this exercise you will use Excel to construct titration curves for a titration between a strong acid and strong base and between a weak acid and strong base. To set up a spreadsheet
Chemistry 111 Laboratory Experiment 7: Determination of Reaction Stoichiometry and Chemical Equilibrium
Chemistry 111 Laboratory Experiment 7: Determination of Reaction Stoichiometry and Chemical Equilibrium Introduction The word equilibrium suggests balance or stability. The fact that a chemical reaction
Summary of Basalt-Seawater Interaction
Summary of Basalt-Seawater Interaction Mg 2+ is taken up from seawater into clay minerals, chlorite, and amphiboles, in exchange for Ca 2+, which is leached from silicates into solution. K + is taken up
CHEMICAL PRECIPITATION: WATER SOFTENING
CHEMICAL PRECIPITATION: WATER SOFTENING Submitted to: Dr. Hashsham Research Complex Engineering Department of Civil and Environmental Engineering Michigan State University East Lansing, MI 4884 Authors
APPENDIX B: EXERCISES
BUILDING CHEMISTRY LABORATORY SESSIONS APPENDIX B: EXERCISES Molecular mass, the mole, and mass percent Relative atomic and molecular mass Relative atomic mass (A r ) is a constant that expresses the ratio
5.0 EXPERIMENT ON DETERMINATION OF TOTAL HARDNESS
5.0 EXPERIMENT ON DETERMINATION OF TOTAL HARDNESS Sl. No. Contents Preamble 5.1 Aim 5.2 Introduction 5.2.1 Environmental Significance 5.3 Principle 5.4 Materials Required 5.4.1 Apparatus Required 5.4.2
Hardness Comparisons
Hardness Comparisons Hardness Adapted from: An original Creek Connections activity. Creek Connections, Box 10, Allegheny College, Meadville, Pennsylvania 16335. Grade Level: all Duration: 50 minutes Setting:
Additional Lecture: TITRATION BASICS
Additional Lecture: TITRATION BASICS 1 Definition and Applications Titration is the incremental addition of a reagent solution (called titrant) to the analyte until the reaction is complete Common applications:
Chemistry 2351: Inorganic Chemistry I Laboratory Manual
Spectroscopic Determination of a Complex Ion's Stoichiometry by Job's Method ABSTRACT This experiment is adapted from Angelici's classic experiment, but uses Fe(H 2 O) 6-n (SCN) n 3-n as the complex ion.
DETERMINING THE ENTHALPY OF FORMATION OF CaCO 3
DETERMINING THE ENTHALPY OF FORMATION OF CaCO 3 Standard Enthalpy Change Standard Enthalpy Change for a reaction, symbolized as H 0 298, is defined as The enthalpy change when the molar quantities of reactants
1. To perform a potentiometric titration of a sample of Liquid Drano with hydrochloric acid.
INTRODUCTION ANALYSIS OF DRAIN CLEANER (Revised: 1-25-93) Many common household cleaners contain acids or bases. Acidic cleaners, such as toilet bowl cleaners, often contain hydrochloric acid or sodium
Lab 2 Biochemistry. Learning Objectives. Introduction. Lipid Structure and Role in Food. The lab has the following learning objectives.
1 Lab 2 Biochemistry Learning Objectives The lab has the following learning objectives. Investigate the role of double bonding in fatty acids, through models. Developing a calibration curve for a Benedict
ATOMS. Multiple Choice Questions
Chapter 3 ATOMS AND MOLECULES Multiple Choice Questions 1. Which of the following correctly represents 360 g of water? (i) 2 moles of H 2 0 (ii) 20 moles of water (iii) 6.022 10 23 molecules of water (iv)
INTERPRETATION ADDENDUM CANADIAN MINING COMPANY INC. SUITE 2300-1066 WEST HASTINGS STREET VANCOUVER, BC V6E 3X2 3D INDUCED POLARIZATION
INTERPRETATION ADDENDUM FOR CANADIAN MINING COMPANY INC. SUITE 2300-1066 WEST HASTINGS STREET VANCOUVER, BC V6E 3X2 3D INDUCED POLARIZATION ON THE SAN BERNARDO PROJECT EL GOCHICO GRID Approximate Location:
AN INTRODUCTION TO PREMIUM TREND
AN INTRODUCTION TO PREMIUM TREND Burt D. Jones * February, 2002 Acknowledgement I would like to acknowledge the valuable assistance of Catherine Taylor, who was instrumental in the development of this
Candidate Style Answer
Candidate Style Answer Chemistry A Unit F321 Atoms, Bonds and Groups High banded response This Support Material booklet is designed to accompany the OCR GCE Chemistry A Specimen Paper F321 for teaching
EDEXCEL INTERNATIONAL GCSE CHEMISTRY EDEXCEL CERTIFICATE IN CHEMISTRY ANSWERS SECTION E
EDEXCEL INTERNATIONAL GCSE CHEMISTRY EDEXCEL CERTIFICATE IN CHEMISTRY ANSWERS SECTION E (To save endless repetition, wherever they are included, comments are intended for homeschooling parents who may
Molarity of Ions in Solution
APPENDIX A Molarity of Ions in Solution ften it is necessary to calculate not only the concentration (in molarity) of a compound in aqueous solution but also the concentration of each ion in aqueous solution.
Chemical Reactions in Water Ron Robertson
Chemical Reactions in Water Ron Robertson r2 f:\files\courses\1110-20\2010 possible slides for web\waterchemtrans.doc Properties of Compounds in Water Electrolytes and nonelectrolytes Water soluble compounds
Using SPE Technology to Develop a New Rare Earth Production Paradigm at Bokan, Alaska
Using SPE Technology to Develop a New Rare Earth Production Paradigm at Bokan, Alaska Authors: John Hammen, Chris Hammen, Richard Hammen Presented by: Richard Hammen Metals US, Inc. IntelliMet LLC 425
ph Alkalinity of Water
ph Alkalinity of Water DOC316.52.93085 Based on ISO standard 9963-1:1994 ph-metric Titration 0.4 to 20 mmol/l of Total Alkalinity 1. Introduction Alkalinity of water is its acid-neutralizing capacity.
Hydrochemistry. Deacidification. Junianti Roslinda Sihombing. Practical Date : Monday, 01.11.2010 Report Delivery : Monday, 22.11.
Hydrochemistry Deacidification Practical Date : Monday, 01.11.2010 Report Delivery : Monday, 22.11.2010 Junianti Roslinda Sihombing TABLE OF CONTENTS 1. BACKGROUND... 3 1.1 CARBON DIOXIDE AND CARBONIC
DURABILITY OF MORTAR LININGS IN DUCTILE IRON PIPES Durability of mortar linings
DURABILITY OF MORTAR LININGS IN DUCTILE IRON PIPES Durability of mortar linings I. S. MELAND SINTEF Civil and Environmental Engineering, Cement and Concrete, Trondheim, Norway Durability of Building Materials
Chemistry at Work. How Chemistry is used in the Water Service
Chemistry at Work How Chemistry is used in the Water Service WATER TREATMENT Everyday, more than 100 water treatment works in Northern Ireland put approximately 680 million litres of water into the supply
CALCIUM AND MAGNESIUM: THE SECONDARY COUSINS George Rehm, University of Minnesota
CALCIUM AND MAGNESIUM: THE SECONDARY COUSINS George Rehm, University of Minnesota 1. Introduction In the discipline of soil fertility, sulfur (S), calcium (Ca), and magnesium (Mg) are put into the category
Honors Chemistry: Unit 6 Test Stoichiometry PRACTICE TEST ANSWER KEY Page 1. A chemical equation. (C-4.4)
Honors Chemistry: Unit 6 Test Stoichiometry PRACTICE TEST ANSWER KEY Page 1 1. 2. 3. 4. 5. 6. Question What is a symbolic representation of a chemical reaction? What 3 things (values) is a mole of a chemical
CSUS Department of Chemistry Experiment 8 Chem.1A
EXPERIMENT #8 Name: PRE-LABORATORY ASSIGNMENT: Lab Section 1. The alkali metals are so reactive that they react directly with water in the absence of acid. For example, potassium reacts with water as follows:
Chem101: General Chemistry Lecture 9 Acids and Bases
: General Chemistry Lecture 9 Acids and Bases I. Introduction A. In chemistry, and particularly biochemistry, water is the most common solvent 1. In studying acids and bases we are going to see that water
Chapter 1: Moles and equations. Learning outcomes. you should be able to:
Chapter 1: Moles and equations 1 Learning outcomes you should be able to: define and use the terms: relative atomic mass, isotopic mass and formula mass based on the 12 C scale perform calculations, including
CHEMICAL REACTIONS AND REACTING MASSES AND VOLUMES
CHEMICAL REACTIONS AND REACTING MASSES AND VOLUMES The meaning of stoichiometric coefficients: 2 H 2 (g) + O 2 (g) 2 H 2 O(l) number of reacting particles 2 molecules of hydrogen react with 1 molecule
1A Rate of reaction. AS Chemistry introduced the qualitative aspects of rates of reaction. These include:
1A Rate of reaction AS Chemistry introduced the qualitative aspects of rates of reaction. These include: Collision theory Effect of temperature Effect of concentration Effect of pressure Activation energy
DETERMINATION OF PHOSPHORIC ACID CONTENT IN SOFT DRINKS
DETERMINATION OF PHOSPHORIC ACID CONTENT IN SOFT DRINKS LAB PH 8 From Chemistry with Calculators, Vernier Software & Technology, 2000 INTRODUCTION Phosphoric acid is one of several weak acids that present
Type: Single Date: Kinetic Theory of Gases. Homework: Read (14.1), Do CONCEPT Q. # (1), Do PROBLEMS # (2, 3, 5) Ch. 14
Type: Single Date: Objective: Kinetic Theory of Gases Homework: Read (14.1), Do CONCEPT Q. # (1), Do PROBLEMS # (2, 3, 5) Ch. 14 AP Physics Mr. Mirro Kinetic Theory of Gases Date Unlike the condensed phases
neutrons are present?
AP Chem Summer Assignment Worksheet #1 Atomic Structure 1. a) For the ion 39 K +, state how many electrons, how many protons, and how many 19 neutrons are present? b) Which of these particles has the smallest
LAB 5 - PLANT NUTRITION. Chemical Ionic forms Approximate dry Element symbol Atomic weight Absorbed by plants tissue concentration
LAB 5 PLANT NUTRITION I. General Introduction All living organisms require certain elements for their survival. Plants are known to require carbon (C), hydrogen (H), oxygen (O), nitrogen (N), phosphorus
Contract No: Disclaimer:
Contract No: This document was prepared in conjunction with work accomplished under Contract No. DE-AC09-09SR22505 with the U.S. Department of Energy (DOE) National Nuclear Security Administration (NA).
Nuclear Structure. particle relative charge relative mass proton +1 1 atomic mass unit neutron 0 1 atomic mass unit electron -1 negligible mass
Protons, neutrons and electrons Nuclear Structure particle relative charge relative mass proton 1 1 atomic mass unit neutron 0 1 atomic mass unit electron -1 negligible mass Protons and neutrons make up
THE MARSHALL STREET ADVANCED POLLUTION CONTROL FACILITY (CLEARWATER, FLORIDA) CONVERSION TO 4-STAGE BARDENPHO TO IMPROVE BIOLOGICAL NITROGEN REMOVAL
THE MARSHALL STREET ADVANCED POLLUTION CONTROL FACILITY (CLEARWATER, FLORIDA) CONVERSION TO 4-STAGE BARDENPHO TO IMPROVE BIOLOGICAL NITROGEN REMOVAL ABSTRACT Timur Deniz, Ph.D., Thomas W. Friedrich, P.E.
Appendix B: Water Treatment Scenarios from AMD Treat
Appendix B: Water Treatment Scenarios from AMD Treat 103 of 104 Jeddo Tunnel Abandoned Mine Drainage Passive vs. Active Treatment Cost Estimates Provided by Office of Surface Mining AMD Treat Software
Physical & Chemical Properties. Properties
Physical & Chemical Properties Properties Carbon black can be broadly defined as very fine particulate aggregates of carbon possessing an amorphous quasi-graphitic molecular structure. The most significant
CHEMISTRY 101 EXAM 3 (FORM B) DR. SIMON NORTH
1. Is H 3 O + polar or non-polar? (1 point) a) Polar b) Non-polar CHEMISTRY 101 EXAM 3 (FORM B) DR. SIMON NORTH 2. The bond strength is considerably greater in HF than in the other three hydrogen halides
INTDUCTIN T LEWIS ACID-BASE CEMISTY DEINITINS Lewis acids and bases are defined in terms of electron pair transfers. A Lewis base is an electron pair donor, and a Lewis acid is an electron pair acceptor.
Acid-Base Extraction.
Acid-Base Extraction. Extraction involves dissolving a compound or compounds either (1) from a solid into a solvent or (2) from a solution into another solvent. A familiar example of the first case is
STATE UNIVERSITY OF NEW YORK COLLEGE OF TECHNOLOGY CANTON, NEW YORK COURSE OUTLINE CHEM 150 - COLLEGE CHEMISTRY I
STATE UNIVERSITY OF NEW YORK COLLEGE OF TECHNOLOGY CANTON, NEW YORK COURSE OUTLINE CHEM 150 - COLLEGE CHEMISTRY I PREPARED BY: NICOLE HELDT SCHOOL OF SCIENCE, HEALTH, AND PROFESSIONAL STUDIES SCIENCE DEPARTMENT
BIOHEAPLEACHING Marja Riekkola-Vanhanen Senior Biotechnology Adviser
BIOHEAPLEACHING Marja Riekkola-Vanhanen Senior Biotechnology Adviser 2 Short history of bioleaching Copper recovery from mine waters in the Mediterranean area 3000 years ago Heapleaching in Spain in big
Chemistry 119: Experiment 7. Potentiometric Titration of Ascorbic Acid in Vitamin C Tablets
Chemistry 119: Experiment 7 Potentiometric Titration of Ascorbic Acid in Vitamin C Tablets Vitamin C is another name for ascorbic acid (C 6 H 8 O 6, see below ), a weak acid that can be determined by titration
ENE 806, Project Report 3 CHEMICAL PRECIPITATION: WATER SOFTENING. Grégoire Seyrig Wenqian Shan
ENE 806, Project Report 3 CHEMICAL PRECIPITATION: WATER SOFTENING Grégoire Seyrig Wenqian Shan College of Engineering, Michigan State University Spring 2007 ABSTRACT The groundwater with high level initial
4.1 Stoichiometry. 3 Basic Steps. 4. Stoichiometry. Stoichiometry. Butane Lighter 2C 4 H 10 + 13O 2 10H 2 O + 8CO 2
4. Stoichiometry 1. Stoichiometric Equations 2. Limiting Reagent Problems 3. Percent Yield 4. Limiting Reagent Problems 5. Concentrations of Solutes 6. Solution Stoichiometry 7. ph and Acid Base Titrations
Formulas, Equations and Moles
Chapter 3 Formulas, Equations and Moles Interpreting Chemical Equations You can interpret a balanced chemical equation in many ways. On a microscopic level, two molecules of H 2 react with one molecule
Opinion Letters in Personal Injury: Perspectives
PERSONAL INJURY CONFERENCE 2015 PAPER 5.1 Opinion Letters in Personal Injury: Perspectives These materials were prepared by A. Reza Rafi, Manager Litigation Policy of ICBC, Vancouver, BC, for the Continuing
Given the increase in the use of reclaimed
Acid Substitutes and ph Reduction An evaluation of the new acidreplacement products for improving water quality and the soil rootzone environment. BY BRIAN WHITLARK Given the increase in the use of reclaimed
MEND Reports Rapports NEDEM
MEND Reports Rapports NEDEM Payable by cheque to the Receiver General of Canada. We also accept Visa or MasterCard (with expiry date and cardholder s name). Payable in Canadian Funds. Payable par chèque
1. When the following equation is balanced, the coefficient of Al is. Al (s) + H 2 O (l)? Al(OH) 3 (s) + H 2 (g)
1. When the following equation is balanced, the coefficient of Al is. Al (s) + H 2 O (l)? Al(OH) (s) + H 2 (g) A) 1 B) 2 C) 4 D) 5 E) Al (s) + H 2 O (l)? Al(OH) (s) + H 2 (g) Al (s) + H 2 O (l)? Al(OH)
Amount of Substance. http://www.avogadro.co.uk/definitions/elemcompmix.htm
Page 1 of 14 Amount of Substance Key terms in this chapter are: Element Compound Mixture Atom Molecule Ion Relative Atomic Mass Avogadro constant Mole Isotope Relative Isotopic Mass Relative Molecular
Removing Heavy Metals from Wastewater
Removing Heavy Metals from Wastewater Engineering Research Center Report David M. Ayres Allen P. Davis Paul M. Gietka August 1994 1 2 Removing Heavy Metals From Wastewater Introduction This manual provides
SODIUM CATION EXCHANGE (ZEOLITE) WATER SOFTENING PROCESS
SODIUM CATION EXCHANGE (ZEOLITE) WATER SOFTENING PROCESS A. History The name zeolite comes from the two Greek words zein and lithos which mean boiling stone. It was first applied by Granstedt, a Swedish
A Volumetric Analysis (Redox Titration) of Hypochlorite in Bleach
CHEM 311L Quantitative Analysis Laboratory Revision 2.3 A Volumetric Analysis (Redox Titration) of Hypochlorite in Bleach In this laboratory exercise, we will determine the concentration of the active
Note: (H 3 O + = hydronium ion = H + = proton) Example: HS - + H 2 O H 3 O + + S 2-
AcidBase Chemistry Arrhenius acid: Substance that dissolves in water and provides H + ions Arrhenius base: Substance that dissolves in water and provides OH ions Examples: HCl H + and Cl Acid NaOH Na +
Chapter 1 The Atomic Nature of Matter
Chapter 1 The Atomic Nature of Matter 6. Substances that cannot be decomposed into two or more simpler substances by chemical means are called a. pure substances. b. compounds. c. molecules. d. elements.
Name Class Date. Section: Calculating Quantities in Reactions. Complete each statement below by writing the correct term or phrase.
Skills Worksheet Concept Review Section: Calculating Quantities in Reactions Complete each statement below by writing the correct term or phrase. 1. All stoichiometric calculations involving equations
Topic 4 National Chemistry Summary Notes. Formulae, Equations, Balancing Equations and The Mole
Topic 4 National Chemistry Summary Notes Formulae, Equations, Balancing Equations and The Mole LI 1 The chemical formula of a covalent molecular compound tells us the number of atoms of each element present
Translation Series No. 2506. Recovery method for mercury. by Tomoyasu Ishida, and Kazuo Aiba
^ 1ï ï',c?-i}:^%i : FISHERIES RESEARCH BOARD OF CANADA Translation Series No 2506 Recovery method for mercury by Tomoyasu Ishida, and Kazuo Aiba Original tit1e: 'Suigin no kaishu hoho From: Tokkyo Koho
Phenolphthalein-NaOH Kinetics
Phenolphthalein-NaOH Kinetics Phenolphthalein is one of the most common acid-base indicators used to determine the end point in acid-base titrations. It is also the active ingredient in some laxatives.
COVER SYSTEMS FOR MINE CLOSURE AND REHABILITATION TWO CASE STUDIES
COVER SYSTEMS FOR MINE CLOSURE AND REHABILITATION TWO CASE STUDIES Jason Song 1 and Mike O Kane 2 1 O Kane Consultants Inc., 200 1121 Centre Street N.W., Calgary, AB T2E 7K6, Canada Email: [email protected]
Chapter 3: Stoichiometry
Chapter 3: Stoichiometry Key Skills: Balance chemical equations Predict the products of simple combination, decomposition, and combustion reactions. Calculate formula weights Convert grams to moles and
DEIONIZATION IN A "NUT SHELL"
Deionized Water (DI) DEIONIZATION IN A "NUT SHELL" City water is passed through dark amber colored, caviar sized plastic beads called cation ion exchange resin. The cation resin is in the hydrogen form
Chemistry Post-Enrolment Worksheet
Name: Chemistry Post-Enrolment Worksheet The purpose of this worksheet is to get you to recap some of the fundamental concepts that you studied at GCSE and introduce some of the concepts that will be part
