Mathematical Modeling of Water Quality Data from Constructed Wetlands and Biofilters

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MARIA CASTILLO KIMBERLY DUONG EDGAR GOMEZ DEPARTMENT OF CIVIL &ENVIRONMENTAL ENGINEERING Mathematical Modeling of Water Quality Data from Constructed Wetlands and Biofilters

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Mathematical Modeling of Water Quality Data from Constructed Wetlands and Biofilters. Maria Castillo Kimberly Duong Edgar Gomez Department of Civil &Environmental Engineering. Background. - PowerPoint PPT Presentation

Transcript of Mathematical Modeling of Water Quality Data from Constructed Wetlands and Biofilters

Page 1: Mathematical Modeling of Water Quality Data from Constructed Wetlands and  Biofilters

M A R IA C A STILLOK IM BER LY D U O N G

ED G A R G O M EZ

D E PA RT M E N T O F C I V I L & E N V I R O N M E N TA L E N G I N E E R I N G

Mathematical Modeling of Water Quality Data from Constructed Wetlands

and Biofilters

Page 2: Mathematical Modeling of Water Quality Data from Constructed Wetlands and  Biofilters

BackgroundIn Australia, the UCI Water-PIRE measured

many water quality indicators within various wetlands and biofilters

These variables may be correlated• Possible correlations can be revealed through the

Multiple Linear Regression (MLR) technique and modeled mathematically

Page 3: Mathematical Modeling of Water Quality Data from Constructed Wetlands and  Biofilters

Objective Evaluate two model formulations for water quality data in wetlands and

biofilters [1,5]

1.) Log-linear model• Assume that a log-transformed dependent variable depends linearly on

one or more independent variables• log(y) = mx + b

2.) Log-log (or power-law) model• Assume a log-transformed dependent variable depends linearly on one or

more log-transformed independent variables• y=axb ↔ log(y) = log(a) + b·log(x)

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HypothesisA previous study from the Buffalo Watershed suggests

both models are appropriate for determining relationships between turbidity, suspended solids, and bacteria [9]

Power-law models are often appropriate where variables vary over large ranges [1,2,3]

We hypothesize that environmental data from wetlands and biofilters follow the power-law model

Page 5: Mathematical Modeling of Water Quality Data from Constructed Wetlands and  Biofilters

Field Work

Data was collected from 3 biofilters and 3 wetlands in Melbourne, Australia

Turbidity and pH were measured using a Horiba multi-probe; dissolved oxygen (DO) was measured using a DO meter

Water samples filtered for chlorophyll (CHL), phaeophytin (PHAE), total suspended solids (TSS), and microbial concentrations (Enterococcus; ENT and Escherichia coli; EC)

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Data Analysis

•Multiple Linear Regression (MLR) performed using Virtual Beach.

•Dependent variables: EC, ENT, DO, Turbidity, pH, Nitrate, Phosphate

•Independent variables: EC, ENT, DO, Turbidity, pH, Nitrate, Phosphate, CHL, PHAE, TSS

•Candidate models ranked according to their Corrected Akaike Information Criteria (AICc).

•Variable Inflation Factor used to reduce multi-colinearity.

•Correlations predicted by MLR were verified using Pearson’s correlation and Bootstrap statistical tests

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Results: Enterococcus vs. TSS

0 10 20 30 40 50 60 70 80 901000

0.5

1

1.5

2

2.5

3

3.5

TSS (mg/L)

LO

G10

(Ent

eroc

occu

s) (C

FU/L

)

R² = 0.73*-0.5 0 0.5 1 1.5 2 2.5

0

0.5

1

1.5

2

2.5

3

3.5

LOG10(TSS) (mg/L)

LO

G10

(Ent

eroc

occu

s) (C

FU/L

)

R² = 0.76*

Log-Linear Power-Law

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Results: Turbidity vs. Chlorophyll

0 5 10 15 20 25 30 35 400

100

200

300

400

500

600

CHL (µg/L)

Turb

idity

(NTU

)

R² = 0.60

-1 -0.5 0 0.5 1 1.5 20

0.5

1

1.5

2

2.5

3

LOG10(CHL) (µg/L)

LOG

10(T

urbi

dity

) (N

TU)

R² = 0.75*

Log-Linear Power-Law

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Results: Turbidity vs. Phaeophytin

Log-Linear Power-Law

0 0.5 1 1.5 2 2.5 30

0.5

1

1.5

2

2.5

3

LOG10(PHAE) (µg/L)

LO

G10

(Tur

bidi

ty) (

NTU

)

R² = 0.64

0 50 1001502002503003504004500

100

200

300

400

500

600

PHAE (µg/L)

Turb

idity

(NTU

)

R² = 0.51

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DiscussionPower law models explain more data variance than log-

linear models. Pearson’s correlations were significant:

Log(ENT) vs TSS (Log-Linear model) Log(ENT) vs Log(TSS) (Power-Law model) Log(Turbidity) vs Log(CHL) (Power-Law model)

Pearson’s correlations not significant: Log(Turbidity) vs PHAE (Log-Linear model) Log(Turbidity) vs CHL (Log-Linear model) Log(Turbidity) vs Log(PHAE) (Power-Law model)

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DiscussionPower law models explain more data variance than log-

linear models. Pearson’s correlations were significant:

Log(ENT) vs TSS (Log-Linear model) Log(ENT) vs Log(TSS) (Power-Law model) Log(Turbidity) vs Log(CHL) (Power-Law model)

Pearson’s correlations not significant: Log(Turbidity) vs PHAE (Log-Linear model) Log(Turbidity) vs CHL (Log-Linear model) Log(Turbidity) vs Log(PHAE) (Power-Law model)

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DiscussionPower law models explain more data variance than log-

linear models. Pearson’s correlations were significant:

Log(ENT) vs TSS (Log-Linear model) Log(ENT) vs Log(TSS) (Power-Law model) Log(Turbidity) vs Log(CHL) (Power-Law model)

Pearson’s correlations not significant: Log(Turbidity) vs PHAE (Log-Linear model) Log(Turbidity) vs CHL (Log-Linear model) Log(Turbidity) vs Log(PHAE) (Power-Law model)

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Conclusions• The Power-Law model

is marginally more successful.

• ENT is strongly correlated with TSS [6,9].

• Importance of removing suspended particles.

• Future studies during dry and wet-weather periods.

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Conclusions

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Acknowledgements Thank you to Stan Grant, Megan Rippy, Sunny Jiang, and Andrew Mehring, Nicole

Patterson, Alex McCluskey, and Leyla Riley for their guidance, support, and dedication. This project has been funded by the NSF-PIRE. Special thanks to Melbourne Water, Trinity College, The University of Melbourne, and Monash

University for their accommodations.

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Literature Cited [1] Xiao, X., White, E. P., Hooten, M. B., & Durham, S. L. 2011. On the use of log-transformation vs.

nonlinear regression for analyzing biological power laws. Ecology, 92(10):1887-1894. [2] Mitzenmacher, M. 2003. A Brief History of Generative Models for Power Law and Lognormal

Distributions. Internet Mathematics, 1(2):226-251. [3] Newman, M.E.J. 2004. Power laws, Pareto distributions, and Zipf's Law. Contemporary Physics,

46(5): 323-351. [4] Bolarinwa, I.A & Bolarinwa, B. T. 2013. Log Linear Modeling. International Journal of Advanced

Scientific and Technical Research, 3(1): 587-595. [5] Benoit, K. 2011. Linear Regression Models with Logarithmic Transformations. Methodology

Institute, London School of Economics. [6] J. Stephen Fries, G. Characklis, R. Noble. 2006. Attachment of Fecal Indicator Bacteria to Particles

in the Neuse River Estuary, N.C. Journal of Environmental Engineering. [7] R. N. Fraser. 1998. Hyperspectral remote sensing of turbidity and chlorophyll a among Nebraska

Sand Hills lakes. Remote Sensing, 19:1579-1589. [8] Caroline Andrews, R. Kroger, L. Miranda. Predicting Nitrogen and Phosphorus Concentrations using

Chlorophyll-a Fluorescence and Turbidity. Non-Point Source Assessment. [9] K. N. Irvine, E. L. Somogye, G. W. Pettibone. 2002, Turbidity, suspended solids, and bacteria

relationships in the Buffalo River Watershed. Middle States Geographer.,35:42-51.