Upload
noel-casey
View
216
Download
4
Tags:
Embed Size (px)
Citation preview
Nutrient and Sulfide Export From aMine Drainage Passive Treatment System
S.A. Yepez & R.W. Nairn29th Annual Meeting of the American
Society of Mining and ReclamationJune 13, 2012
Results
Methods
Introduction
Conclusions
Introduction
Introduction
• Mine drainage – water and oxygen react with rock in mine void
• Elevated metals and sulfate
• Passive treatment system (PTS)
Nuisance Constituents
• Additional impacts – not typically monitored
• “Nuisance constituents” – potentially harmful concentrations of non-target contaminants
• Nutrient and sulfide export
Nuisance Constituent Impacts
• Nutrients, sulfide degrade water quality
• Eutrophication leads to algal blooms
• Algal senescence can impact treatment
MRPTS polishing wetland, 02/2009
Literature Review
• Potential for nuisance constituent export from vertical flow bioreactors
• Export/removal varies with treatment process
Research Objective
• Determine nuisance constituent (nutrient and sulfide) inputs and outputs of each cell of a PTS
• Hypothesis: nuisance constituents seasonally exported by PTS
Methods
Study Site: Mayer Ranch Passive Treatment System (MRPTS)
OXSF
VFRA
LBPW
Photo taken 09/2011
Nuisance Constituent Analysis
• Sampling: Fall 2010-Summer 2011
• Major species of N and P, total sulfide, metals
• Mass balance to determine export
• Plotted for seasonality
• Algal study of polishing wetland
Results
Target Contaminant RemovalSampling site ------------------Loading rate (g/d)------------------
As* Cd* Fe Pb* ZnSeep A 17.8 2.99 31,200 22.0 2,090Seep B 35.5 6.48 66,600 46.0 4,180Seep D 3.97 0.71 7,240 4.95 509Total inflow 57.2 10.2 105,000 73.0 6,770Outflow 7.29 0.25 479 11.9 88.0System removal 51 9.94 105,000 61.1 6,690
*Effluent concentrations below detection limit; 1/2 value of practical quantification limit used for mass balance calculations
Nuisance Constituent Status
Constituent System Effluent (mg/L) Effluent Criteria (mg/L) SourceTotal Nitrogen 0.30—1.01 ± 0.26 0.36 (lakes), 0.69
(streams)EPA, 2000
Total Phosphorus 0.03—0.59 ± 0.14 0.020 (lakes), 0.037 (streams)
EPA, 2000
Total Sulfide <0.5—3.4 (about 40% H2S) 0.002 as H2S EPA, 1986
Nutrient Export------------------TP (g/d)------------------ ------------------TN (g/d)------------------
Fall Spring Summer Fall Spring Summer
Influent 1,180 1,890 1,060 491 565 456
OX export -1,160 -1,830 -1,010 -344 -163 -286
SF export -10 -19 -33 -49 40 -78
VF export 38 46 62 54 -123 77
RA export -7 -24 11 77 -127 20
LB export -19 -11 52 31 -16 50
PW export -26 -13 -2 -64 55 30
Effluent 21 72 283 195 232 509
Net export -1,160 -1,810 -777 -296 -333 53
Total Nitrogen
Inflow OX out SF out VF out RA out LB out PW out0.00
0.20
0.40
0.60
0.80
1.00
1.20
1.40 Fall 2010Spring 2011Summer 2011
[TN
] (m
g/L)
Total Phosphorus
Inflow OX out SF out VF out RA out LB out PW out0.00
0.50
1.00
1.50
2.00
2.50
3.00
3.50 Fall 2010
Spring 2011
Summer 2011
[TP]
(mg/
L)
Seasonal Removal
Seasonal Export
Removal
Seasonal Export
Seasonal Export
Seasonal
Export
Nitrogen Processes - MRPTS
Phosphorus Processes - MRPTS
Removal
ExportRemoval
Seasonal Removal
Removal
Removal
Polishing Wetland Eutrophication
• N:P ratio 1.15:1• Blue-green algae
dominated• Genera Lyngbya,
Anabaena• Dominant diatom
genera: Nitzschia, Navicula
Potential Treatment Impacts
• BGA not widely grazed by zooplankton
• Algal senescence impedes re-aeration
• Some Anabaena are N2-fixers
• Anabaena produce neurotoxins, hepatoxins, foul odors
Total Sulfide Export---------------------Total Sulfide (g/d)---------------------
Fall Spring Summer
Influent --- --- 132*
OX export --- --- ---
SF export --- --- ---
VF export 1,460 1,670 6,020
RA export -1,380 -1,620 -2,430
LB export -83 -53 -214
PW export --- --- -5,860
Effluent --- --- 1,000
Net export appx. 0 appx. 0 868
*Influent BDL; ½ detection limit used for mass balance
Total Sulfide
Inflow OX out SF out VF out RA out LB out PW out0.0
5.0
10.0
15.0
20.0
25.0
30.0
Fall 2010
Spring 2011
Summer 2011
[Sul
fide]
(mg/
L)
Sulfide Processes - MRPTS
Export
Removal
Removal
Seasonal Removal
N/A
N/A
Conclusions
Nuisance Constituent Export
• All constituents exported by at least one treatment process
• All constituents demonstrated seasonality
• Hypothesis supported
Future Studies
• Nuisance constituent processes within cells
• Changes in nuisance constituent concentrations over system lifetime
• Nuisance constituent mitigation in PTS design
Acknowledgments
• Funding: American Society of Mining and Reclamation, Grand River Dam Authority, University of Oklahoma
• Center for Restoration of Ecosystems and Watersheds: B. Furneaux, J. LaBar, L. Oxenford
• Grand River Dam Authority: R. Simmons, S. Ziara• Oklahoma Biological Survey: L. Bergey, N. Desianti• University of Oklahoma Biological Station: K. D. Hambright, K.
Glenn, T. Ward• Local Environment Action Demanded: Rebecca Jim
Literature CitedU.S. Environmental Protection Agency (EPA). 2000. Ambient water quality recommendations: information supporting the development of state and tribal nutrient criteria, rivers and streams in Nutrient Ecoregion IX. Office of Water, Washington, D.C. EPA 822-B-00-019. http://water.epa.gov/scitech/swguidance/standards/criteria/nutrients/upload/2007_09_27_criteria_nutrient_ecoregions_rivers_rivers_9.pdfU.S. Environmental Protection Agency (EPA). 1986. Quality criteria for water: 1986. EPA 440/5-86-001. http://water.epa.gov/scitech/swguidance/standards/criteria/aqlife/upload/2009_01_13_criteria_goldbook.pdfU.S. Environmental Protection Agency (EPA). 1984. Protection of Environment: Secondary Treatment Regulation. 40 CFR 133.102. http://cfpub.epa.gov/npdes/npdesreg.cfm?program_id=45
Questions?