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0 Tetra Tech NUS, Inc.
Comparison of Factor Analysis and Single
Element Geochemical Predictions Using
Linear Regression with Weighted Variance
Russell Sloboda, Tetra Tech NUS
Poster Presentation for the 18th Annual
Association for Environmental Health and Sciences
West Coast Conference on Soils, Sediments, and Water
March 10 – 13, 2008, San Diego, California
Tetra Tech NUS, Inc.
1 Tetra Tech NUS, Inc.
I. ABSTRACT
•At a military base, metals concentrations were characterized in
background soils using geochemical prediction methods applied
to a database representing several USDA soil types.
•Linear regression 95 percent Upper Prediction Limits (UPL) were
estimated for future comparisons of site data to background.
•Simple linear regressions were based on one predictor metal,
such as iron, while factor analysis predicted soil metal
concentrations based on overall mineral patterns in a sample.
•Linear prediction equations were based on metals that exhibit
factor loadings onto the factor scores for a metal of interest.
•Factor analysis back-predictions subtracted the influence of the
metal of interest and renormalized factor pattern coefficients.
•Accuracy of factor analysis predictive ability was assessed by
stripping out the influence of a metal of interest and evaluating
the residual errors of observed versus predicted values.
2 Tetra Tech NUS, Inc.
II. PROBLEM DEFINITION AND STUDY GOALS
•State Regulations for Arsenic Concentrations in Soil:
–Average < 7 mg/kg, <= 10% samples > 7 mg/kg, no samples > 15 mg/kg
•Within a military base, 1179 soil samples were analyzed for arsenic:
– Average = 10 mg/kg, 31% samples > 7 mg/kg arsenic, 19% > 15 mg/kg
•US Dept. of Agriculture (USDA) soil types found within base areas:
–Mansfield mucky silt loam (MA) –Merrimack sandy loam (MM)
–Newport silt loam (NE) –Pittstown silt loam (PM)
–Stissing silt loam (SE) –Beach soils (BA)
–Udorthents-Urban land complex (UD) = Soil disturbed by cutting/filling
•Background Sampling Goals to allow future comparisons to site data:
–Background database for 2 sample hypothesis tests & geochemical tests
–Assess soil type differences to see if can combine background soil types
–Geochemical prediction model applicability to disturbed soil or fill that
may contain any combination of soil types in the background data
–Characterize all metals, natural or anthropogenic & unimpacted by IR sites
3 Tetra Tech NUS, Inc.
III. Box Plots of Background Soil Arsenic Data
•Interquartile range
varies by soil type
•4 possible outliers
•All positive results
•Beaches (BASS):
–Lowest conc.
•MA, PM, & SE soil:
–conc.[SB] > [SS]
•NE soil type:
–conc.[SS] > [SB]
•MM soil type:
–conc.[SS] ~ [SB]
4 Tetra Tech NUS, Inc.
IV. Box Plots of Bedrock Arsenic Data
7.4
42.2
0
20
40
60
80
Phylite Conglomerate
Arsenic,mg/kg
q1 (25%)
MIN
median
MAX
ND (o)
Hit (●)
outlier ?
q3 (75%)
Samples collected below the soil layers,
up to 51 feet into bedrock.
Conglomerate:
Range = 0.2 to 27 mg/kg
Average = 9.6 mg/kg
2 out of 11 samples >15 mg/kg
RI Formation (Phylite):
Range = 1.3 to 79 mg/kg
Average = 38 mg/kg
14 out of 19 samples >15 mg/kg
Observations: Contributing
Sources of Arsenic in Bedrock
5 Tetra Tech NUS, Inc.
V. Approximate Arsenic Distributional Shape
Lognormal Q-Q Plot for ARSENIC
-1
0
1
2
3
4
5
-3 -2 -1 0 1 2 3
Theoretical Quantiles
OrderedObservations
Blue -- Subsurface Soil
Lavender - Surface Soil
Shapiro Francia Test:
Sample Statistic = 0.9924
Critical Value = 0.987
Data are lognormal
6 Tetra Tech NUS, Inc.
VI. Hypothesis tests show soil type differences
A statistical significance level (P value) of 0.025 is used for all tests. Overall decision is
YES if any one of the Mann-Whitney/Gehan, Upper Ranks Test, or T-Test is YES,
regardless of other test results. Overall decision is NO if at least one of Mann-
Whitney/Gehan, Upper Ranks Test, or T-Test is NO, and none of the aforementioned
tests are YES. Overall decision is YES/NO if Z/Fisher Test is YES/NO, respectively, and
other tests are NA.
7 Tetra Tech NUS, Inc.
VII. Arsenic Elemental Correlations: Surface Soil
8 Tetra Tech NUS, Inc.
VIII. Arsenic Elemental Correlations: Subsurface Soil
9 Tetra Tech NUS, Inc.
IX. Scatter Plot: Arsenic (Untransformed) vs Iron
0
12
24
36
48
60
72
0 10000 20000 30000 40000 50000 60000
Iron, mg/kg
Arsenic,mg/kg
BASS MASB MASS MMSB MMSS NESB
NESS PMSB PMSS SESB SESD SESS
10 Tetra Tech NUS, Inc.
X. Scatter Plot: Arsenic (0.67 Power) vs Iron
0
2
4
6
8
10
12
14
16
18
0 10000 20000 30000 40000 50000 60000
Iron, mg/kg
Arsenic0.67Power
BASS MASB MASS MMSB MMSS NESB
NESS PMSB PMSS SESB SESD SESS
11 Tetra Tech NUS, Inc.
XI. Linear Regression with Weighted Residuals
•Why weight the residuals in geochemical regression?
–Residuals (Y-observed minus Y-predicted) increase with X
–Wedge-shaped scatter plot
•What is weighted Least-Squares Regression Analysis?
–Modification of ordinary least-squares that accommodates
nonconstant variance: As X increases, so does spread in observed
Y values
•Mathematics: Instead of minimizing sum of squares of the
deviations of the predicted Y values from the line, minimize the
sum of the square of deviations multiplied by a weighting factor
for each point, Wj.
•Goals for prediction limits so that percent coverage is correct:
–Weighted residuals have constant variance with increasing X
–Weighted residuals are normally distributed (probability plot)
–The number of outliers is roughly 5 percent and similar by soil type
12 Tetra Tech NUS, Inc.
XII. Weighted Regression Prediction Formula
13 Tetra Tech NUS, Inc.
XIIIa. (Arsenic)0.67 Regressed on Iron: Surface Soil
0
2
4
6
8
10
12
14
16
18
0 10000 20000 30000 40000 50000
FE
AS^0.67
All Data
BASS
MASS
MMSS
NESS
PMSS
SESS
AS^0.67=(2.34E-4)xFE+-0.63 R^2=0.81 Std.Error Y-est.=1.06
Weighted 1/SQRT(MAX(x-Xmin,4273.5)*MAX(y-Ymin,1.0))
14 Tetra Tech NUS, Inc.
XIIIb. (Arsenic)0.67 Regressed on Iron: Subsurf. Soil
0
2
4
6
8
10
12
14
16
18
0 10000 20000 30000 40000 50000
FE
AS^0.67
All Data
MASB
MMSB
NESB
PMSB
SESB
AS^0.67=(2.34E-4)xFE+-0.63 R^2=0.81 Std.Error Y-est.=1.06
Weighted 1/SQRT(MAX(x-Xmin,4273.5)*MAX(y-Ymin,1.0))
15 Tetra Tech NUS, Inc.
XIVa. (Arsenic)0.67 Regressed on As Predicted by FA
0
2
4
6
8
10
12
14
16
18
-5 0 5 10 15 20 25 30 35 40 45
AS predict (from Factor Anal.)
AS^0.67
All Data
BASS
MASS
MMSS
NESS
PMSS
SESS
AS^0.67=0.30xAS predict (from Factor Anal.)+1.25 R^2=0.84 Std.Error Y-est.=0.96
Weighted 1/SQRT(MAX(x-Xmin,0.7)*MAX(y-Ymin,0.2))
16 Tetra Tech NUS, Inc.
XIVb. (Arsenic)0.67 Regressed on As Predicted by FA
0
2
4
6
8
10
12
14
16
18
-5 0 5 10 15 20 25 30 35 40 45
AS predict (from Factor Anal.)
AS^0.67
All Data
MASB
MMSB
NESB
PMSB
SESB
AS^0.67=0.30xAS predict (from Factor Anal.)+1.25 R^2=0.84 Std.Error Y-est.=0.96
Weighted 1/SQRT(MAX(x-Xmin,0.7)*MAX(y-Ymin,0.2))
17 Tetra Tech NUS, Inc.
XV. Arsenic Factor Pattern Matrix & Contributions
18 Tetra Tech NUS, Inc.
XVI. Factor Matrix Manipulations to Predict Metals
19 Tetra Tech NUS, Inc.
XVII. Prediction Accuracy: Factor Analysis vs. 1 Metal
• Regressions apply to majority of base – 70% of base consists of UD,
unknown combination of soils disturbed by cutting or filling
• Two useful regressions for arsenic – one based on iron, the other based on
factor analysis (linear combination of all metals)
• Site-related samples can be plotted to see if arsenic <95% prediction limits
• Uncertainty and accuracy of regressions are listed (next slide):
–Low regression residual errors were attained after back-transforming data into
original units (arsenic mg/kg)
–Even coverage across regression domain
–Good regression statistics: standard error of the Y-estimate and r2
• Geochemical regressions were developed for a total of 12 metals:
–Single-metal predictions were compared to factor analysis for 11 metals
–4 Different Factor Analyses used different SS/SB data sets, transformations,
and numbers of factors
–All factor analyses used Varimax rotation (other rotations had inferior results)
20 Tetra Tech NUS, Inc.
XIXa. All Metals: Regression Accuracy & Coverage
21 Tetra Tech NUS, Inc.
XIXb. All Metals: Regression Accuracy & Coverage
22 Tetra Tech NUS, Inc.
XIXc. All Metals: Regression Accuracy & Coverage

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Comparison of Factor Analysis and Single Element Geochemical Predictions Using Linear Regression with Weighted Variance

  • 1. 0 Tetra Tech NUS, Inc. Comparison of Factor Analysis and Single Element Geochemical Predictions Using Linear Regression with Weighted Variance Russell Sloboda, Tetra Tech NUS Poster Presentation for the 18th Annual Association for Environmental Health and Sciences West Coast Conference on Soils, Sediments, and Water March 10 – 13, 2008, San Diego, California Tetra Tech NUS, Inc.
  • 2. 1 Tetra Tech NUS, Inc. I. ABSTRACT •At a military base, metals concentrations were characterized in background soils using geochemical prediction methods applied to a database representing several USDA soil types. •Linear regression 95 percent Upper Prediction Limits (UPL) were estimated for future comparisons of site data to background. •Simple linear regressions were based on one predictor metal, such as iron, while factor analysis predicted soil metal concentrations based on overall mineral patterns in a sample. •Linear prediction equations were based on metals that exhibit factor loadings onto the factor scores for a metal of interest. •Factor analysis back-predictions subtracted the influence of the metal of interest and renormalized factor pattern coefficients. •Accuracy of factor analysis predictive ability was assessed by stripping out the influence of a metal of interest and evaluating the residual errors of observed versus predicted values.
  • 3. 2 Tetra Tech NUS, Inc. II. PROBLEM DEFINITION AND STUDY GOALS •State Regulations for Arsenic Concentrations in Soil: –Average < 7 mg/kg, <= 10% samples > 7 mg/kg, no samples > 15 mg/kg •Within a military base, 1179 soil samples were analyzed for arsenic: – Average = 10 mg/kg, 31% samples > 7 mg/kg arsenic, 19% > 15 mg/kg •US Dept. of Agriculture (USDA) soil types found within base areas: –Mansfield mucky silt loam (MA) –Merrimack sandy loam (MM) –Newport silt loam (NE) –Pittstown silt loam (PM) –Stissing silt loam (SE) –Beach soils (BA) –Udorthents-Urban land complex (UD) = Soil disturbed by cutting/filling •Background Sampling Goals to allow future comparisons to site data: –Background database for 2 sample hypothesis tests & geochemical tests –Assess soil type differences to see if can combine background soil types –Geochemical prediction model applicability to disturbed soil or fill that may contain any combination of soil types in the background data –Characterize all metals, natural or anthropogenic & unimpacted by IR sites
  • 4. 3 Tetra Tech NUS, Inc. III. Box Plots of Background Soil Arsenic Data •Interquartile range varies by soil type •4 possible outliers •All positive results •Beaches (BASS): –Lowest conc. •MA, PM, & SE soil: –conc.[SB] > [SS] •NE soil type: –conc.[SS] > [SB] •MM soil type: –conc.[SS] ~ [SB]
  • 5. 4 Tetra Tech NUS, Inc. IV. Box Plots of Bedrock Arsenic Data 7.4 42.2 0 20 40 60 80 Phylite Conglomerate Arsenic,mg/kg q1 (25%) MIN median MAX ND (o) Hit (●) outlier ? q3 (75%) Samples collected below the soil layers, up to 51 feet into bedrock. Conglomerate: Range = 0.2 to 27 mg/kg Average = 9.6 mg/kg 2 out of 11 samples >15 mg/kg RI Formation (Phylite): Range = 1.3 to 79 mg/kg Average = 38 mg/kg 14 out of 19 samples >15 mg/kg Observations: Contributing Sources of Arsenic in Bedrock
  • 6. 5 Tetra Tech NUS, Inc. V. Approximate Arsenic Distributional Shape Lognormal Q-Q Plot for ARSENIC -1 0 1 2 3 4 5 -3 -2 -1 0 1 2 3 Theoretical Quantiles OrderedObservations Blue -- Subsurface Soil Lavender - Surface Soil Shapiro Francia Test: Sample Statistic = 0.9924 Critical Value = 0.987 Data are lognormal
  • 7. 6 Tetra Tech NUS, Inc. VI. Hypothesis tests show soil type differences A statistical significance level (P value) of 0.025 is used for all tests. Overall decision is YES if any one of the Mann-Whitney/Gehan, Upper Ranks Test, or T-Test is YES, regardless of other test results. Overall decision is NO if at least one of Mann- Whitney/Gehan, Upper Ranks Test, or T-Test is NO, and none of the aforementioned tests are YES. Overall decision is YES/NO if Z/Fisher Test is YES/NO, respectively, and other tests are NA.
  • 8. 7 Tetra Tech NUS, Inc. VII. Arsenic Elemental Correlations: Surface Soil
  • 9. 8 Tetra Tech NUS, Inc. VIII. Arsenic Elemental Correlations: Subsurface Soil
  • 10. 9 Tetra Tech NUS, Inc. IX. Scatter Plot: Arsenic (Untransformed) vs Iron 0 12 24 36 48 60 72 0 10000 20000 30000 40000 50000 60000 Iron, mg/kg Arsenic,mg/kg BASS MASB MASS MMSB MMSS NESB NESS PMSB PMSS SESB SESD SESS
  • 11. 10 Tetra Tech NUS, Inc. X. Scatter Plot: Arsenic (0.67 Power) vs Iron 0 2 4 6 8 10 12 14 16 18 0 10000 20000 30000 40000 50000 60000 Iron, mg/kg Arsenic0.67Power BASS MASB MASS MMSB MMSS NESB NESS PMSB PMSS SESB SESD SESS
  • 12. 11 Tetra Tech NUS, Inc. XI. Linear Regression with Weighted Residuals •Why weight the residuals in geochemical regression? –Residuals (Y-observed minus Y-predicted) increase with X –Wedge-shaped scatter plot •What is weighted Least-Squares Regression Analysis? –Modification of ordinary least-squares that accommodates nonconstant variance: As X increases, so does spread in observed Y values •Mathematics: Instead of minimizing sum of squares of the deviations of the predicted Y values from the line, minimize the sum of the square of deviations multiplied by a weighting factor for each point, Wj. •Goals for prediction limits so that percent coverage is correct: –Weighted residuals have constant variance with increasing X –Weighted residuals are normally distributed (probability plot) –The number of outliers is roughly 5 percent and similar by soil type
  • 13. 12 Tetra Tech NUS, Inc. XII. Weighted Regression Prediction Formula
  • 14. 13 Tetra Tech NUS, Inc. XIIIa. (Arsenic)0.67 Regressed on Iron: Surface Soil 0 2 4 6 8 10 12 14 16 18 0 10000 20000 30000 40000 50000 FE AS^0.67 All Data BASS MASS MMSS NESS PMSS SESS AS^0.67=(2.34E-4)xFE+-0.63 R^2=0.81 Std.Error Y-est.=1.06 Weighted 1/SQRT(MAX(x-Xmin,4273.5)*MAX(y-Ymin,1.0))
  • 15. 14 Tetra Tech NUS, Inc. XIIIb. (Arsenic)0.67 Regressed on Iron: Subsurf. Soil 0 2 4 6 8 10 12 14 16 18 0 10000 20000 30000 40000 50000 FE AS^0.67 All Data MASB MMSB NESB PMSB SESB AS^0.67=(2.34E-4)xFE+-0.63 R^2=0.81 Std.Error Y-est.=1.06 Weighted 1/SQRT(MAX(x-Xmin,4273.5)*MAX(y-Ymin,1.0))
  • 16. 15 Tetra Tech NUS, Inc. XIVa. (Arsenic)0.67 Regressed on As Predicted by FA 0 2 4 6 8 10 12 14 16 18 -5 0 5 10 15 20 25 30 35 40 45 AS predict (from Factor Anal.) AS^0.67 All Data BASS MASS MMSS NESS PMSS SESS AS^0.67=0.30xAS predict (from Factor Anal.)+1.25 R^2=0.84 Std.Error Y-est.=0.96 Weighted 1/SQRT(MAX(x-Xmin,0.7)*MAX(y-Ymin,0.2))
  • 17. 16 Tetra Tech NUS, Inc. XIVb. (Arsenic)0.67 Regressed on As Predicted by FA 0 2 4 6 8 10 12 14 16 18 -5 0 5 10 15 20 25 30 35 40 45 AS predict (from Factor Anal.) AS^0.67 All Data MASB MMSB NESB PMSB SESB AS^0.67=0.30xAS predict (from Factor Anal.)+1.25 R^2=0.84 Std.Error Y-est.=0.96 Weighted 1/SQRT(MAX(x-Xmin,0.7)*MAX(y-Ymin,0.2))
  • 18. 17 Tetra Tech NUS, Inc. XV. Arsenic Factor Pattern Matrix & Contributions
  • 19. 18 Tetra Tech NUS, Inc. XVI. Factor Matrix Manipulations to Predict Metals
  • 20. 19 Tetra Tech NUS, Inc. XVII. Prediction Accuracy: Factor Analysis vs. 1 Metal • Regressions apply to majority of base – 70% of base consists of UD, unknown combination of soils disturbed by cutting or filling • Two useful regressions for arsenic – one based on iron, the other based on factor analysis (linear combination of all metals) • Site-related samples can be plotted to see if arsenic <95% prediction limits • Uncertainty and accuracy of regressions are listed (next slide): –Low regression residual errors were attained after back-transforming data into original units (arsenic mg/kg) –Even coverage across regression domain –Good regression statistics: standard error of the Y-estimate and r2 • Geochemical regressions were developed for a total of 12 metals: –Single-metal predictions were compared to factor analysis for 11 metals –4 Different Factor Analyses used different SS/SB data sets, transformations, and numbers of factors –All factor analyses used Varimax rotation (other rotations had inferior results)
  • 21. 20 Tetra Tech NUS, Inc. XIXa. All Metals: Regression Accuracy & Coverage
  • 22. 21 Tetra Tech NUS, Inc. XIXb. All Metals: Regression Accuracy & Coverage
  • 23. 22 Tetra Tech NUS, Inc. XIXc. All Metals: Regression Accuracy & Coverage