Rapid bacteriological quantification using defined substrate - - PowerPoint PPT Presentation

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Rapid bacteriological quantification using defined substrate - - PowerPoint PPT Presentation

Rapid bacteriological quantification using defined substrate enzymatic activity in municipal wastewater Dr. Pascale Champagne, Ph.D., P .Eng., D.WRE, F .ASCE, F .EWRI David Blair, BASc. 2019 Heraklion, Greece Introduction Project


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SLIDE 1

Rapid bacteriological quantification using defined substrate enzymatic activity in municipal wastewater

  • Dr. Pascale Champagne, Ph.D., P

.Eng., D.WRE, F .ASCE, F .EWRI David Blair, BASc. 2019 Heraklion, Greece

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SLIDE 2

2

Introduction

  • Rapid E. coli detection in municipal wastewater treatment

systems Project Objective

  • Amherstview WPCP (rated peak capacity: 16,000 m3/day)
  • South Eastern Ontario, Canada

Field Site

  • TECTA-PDS Inc. (Formerly Veolia Endetec)

Industry Partner & T echnology

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SLIDE 3

Wastewater Treatment Systems in Canada

3

Use of lagoons

Environment Canada. 2016

Compliance Monitoring and T

  • xicity T

esting Requirements

CCME Council of Ministers. 2009

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SLIDE 4

Sampling Locations

4

Secondary Treatment Building

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SLIDE 5

Amherstview Water Pollution Control Plant

5

Secondary T reatment Secondary T reatment Waste Stabilisation Pond Waste Stabilisation Pond Constructed Wetland Constructed Wetland

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SLIDE 6

Known Interferen ts

  • Chlorophyll-a
  • Turbidity
  • Total Suspended

Solids Organic Material

  • Chemical Oxygen

Demand

  • Total Organic Carbon
  • Dissolved Organic

Matter

  • Fats, Oils, and Grease

Bacteria

  • Membrane Filtration
  • Agar Plates
  • TECTA-PDS

Instrument

Parameters

  • f Interest

6

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SLIDE 7

Known Interferen ts

  • Chlorophyll-a
  • Turbidity
  • Total Suspended

Solids Organic Material

  • Chemical Oxygen

Demand

  • Total Organic Carbon
  • Dissolved Organic

Matter

  • Fats, Oils, and Grease

Bacteria

  • Membrane Filtration
  • Agar Plates
  • TECTA-PDS

Instrument

Parameters

  • f Interest

7

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SLIDE 8

Instrument: TECTA - PDS

8

Enzyme produced by bacteria

Fluorophor e bound substrate

Florescent signal detected

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SLIDE 9

Florescent Spectra in Wastewater

9

  • Excitation: single wavelength
  • Emission: 200-700 nm spectrum
  • Recorded temporally (0-18 hr.)
  • Correlative bacteria quantity to

fmorescent “time-to-detection” (TTD)

Visualization of ideal dual- excitation, spatial and temporal spectrum

Li et. al, 2014

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SLIDE 10

Instrument Calibration

10

  • Correlative bacteria quantity to fmorescent

signal

  • Based on Monod Growth Kinetics

– First-order rate constant particular to the exponential growth phase of cultures described – Not subject to substrate inhibition – Concentration of available substrate- binding enzyme considered proportional to the bacterial density

  • Proprietary trigger/data processing

method

  • J. Monod, Annu. Rev. Microbiol., 3, 371 (1949)

Brown et al. 200

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SLIDE 11

Comparison to Reference Method

11

Aerati

  • n

Basin Deviation from Reference Method EC TC

  • 0.1 ±

2.3 2.9 ± 0.4

4 5 6 7 8 2 4 6 8 10 12

Aeration Basin (Raw Sample)

  • E. coli

T

  • tal Coliforms
  • Ref. Method (LOG CFU/100ml)

TECTA Quant. (LOG CFU/100ml)

  • E. coli: high variation
  • T
  • tal coliforms: low

variation, high deviation from reference method

  • Existing method is not

viable

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SLIDE 12

4 5 6 7 8 2 4 6 8 10 12

Aeration Basin Sample Treatment

  • E. coli (Avg.)

Linear (E. coli (Avg.)) T

  • tal

Coliforms (Avg.)

  • Ref. Method (LOG CFU/100ml)

TECTA Quant. (LOG CFU/100ml)

Efgects of Sample Pre-treatment

12

Decreases all water quality parameter s Decreases amount of bacteria

Dilutio n

Removes suspende d material Decrease Turbidity Chlorophyl l-a

Filtrati

  • n
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SLIDE 13

4 5 6 7 8 2 4 6 8 10 12

Aeration Basin Sample Treatment

  • E. coli (Avg.)

Linear (E. coli (Avg.)) T

  • tal

Coliforms (Avg.)

  • Ref. Method (LOG CFU/100ml)

TECTA Quant. (LOG CFU/100ml)

Efgects of Sample Pre-treatment

13

Aerati

  • n

Basin Deviation from Reference Method Avg. Detection Time (hr.) EC TC EC TC Raw 0.3 ± 2.3 4.2 ± 0.4 5.06 2.95 Filtered (8 μm)

  • 1.8 ±

0.5

  • 0.1 ±

0.3 7.58 8.13 Diluted (10:1)

  • 3.3 ±

0.4 4.9 ± 0.4 2.57 3.34 Filter & Dilute

  • 1.8 ±

0.3 0.1 ± 0.4 8.55 8.88

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SLIDE 14

Results on Naturalized Treatment Systems

14 Method Deviation from Reference Method EC TC Standard 0.4 ± 0.4

  • 1.2 ± 0.8

Calibrated 0.0 ± 0.4 0.0 ± 0.8

5 - J un - 18 15 - J un - 18 25 - J un - 18 5- J u l
  • 18
15 - J ul
  • 1 8
25 - J ul
  • 1 8
4 - Au g- 1 8
  • 5,00
  • 4,00
  • 3,00
  • 2,00
  • 1,00

0,00 1,00 2,00 3,00

WSP Calibration Residuals

1 2 3 4 5 1 2 3 4 5

Waste Stabilization Pond

  • E. coli (Std.)

T

  • tal Coliforms

(Std.)

  • Ref. Method (LOG CFU/100ml)

TECTA Quant. (LOG CFU/100ml)

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SLIDE 15

1 2 3 4 5 1 2 3 4 5

Constructed Wetland

  • E. coli (Cal.)

T

  • tal Coliforms

(Cal.)

  • Ref. Method (LOG CFU/100ml)

TECTA Quant. (LOG CFU/100ml)

Results on Naturalized Treatment Systems

15 Method Deviation from Reference Method EC TC Standard 0.6 ± 0.5

  • 0.8 ± 1.3

Calibrated 0.0 ± 0.4

  • 0.1 ± 1.3

5-Jun-18 25-Jun-18 15-Jul-18 4-Aug-18

  • 5,00
  • 4,00
  • 3,00
  • 2,00
  • 1,00

0,00 1,00 2,00 3,00

Calibration Residuals

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SLIDE 16

Detection Time by Sampling Point

16

2 4 6 8 10 12

Time to Detect (hr .)

  • TTD < 12h for both E. coli

and total coliforms across all sampling points

  • Potential microbial control

parameter with “near-real time” qualifjcation

  • Least variance in secondary

clarifjer

  • Less variance in total

coliforms than E. coli

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SLIDE 17

Water Characterization

17

20 40 60 80 100 120

Observed variation in fats, oils & grease

Aerated Surface Clarifjed Secondary WSP Efgulent Constructed Wetland Efgulent

FOG (mg/L)

5 10 15 20 25 30 35

Observed variation in dissolved organic matter

Aerated Surface Clarifjed Secondary WSP Efgulent Constructed Wetland Efgulent

DOM (mg/L)

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SLIDE 18

Evaluation of Final Spectra

18 2 4 1 2 7 3 3 5 3 3 7 3 6 9 4 1 4 3 3 4 6 5 4 9 7 5 2 9 5 6 1 5 9 3 6 2 5 6 5 7 6 8 9 7 2 1 7 5 3 5000 10000 15000 20000 25000 30000 35000 40000 45000 50000

0, 1 0, 2 0, 3 0, 4 0, 5 0, 6 0, 7 0, 8 0, 9 1

Select Final Signals

AE Neat Unfjltered Final Sig CS Neat Unfjltered Final Sig WSP Neat Unfjltered Final Sig

Wavelength (nm)

  • Rel. Intensity

Multivariate statistics show no strong-correlation, but multiple medium correlations Confounded efgects of water parameters

  • Prevents statistical isolation in

wastewater

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SLIDE 19

Conclusions

19

  • 2-3.5 hrs in secondary treatment
  • 5-10 hrs in naturalized systems

“Near real-time” bacteria quantifjcation

  • FOG levels signifjcantly reduce signal
  • Insuffjcient signal detection above 75 mg/L

Method robustness is primary dependent on water organics

  • Slope-intercept calibration improves mean but not

variance in quantifjcation

  • Raw vs. partially treated WW require difgerent

calibration method

Custom Calibration

  • Levels found in naturalized systems have little

impact on fmorescent attenuation

  • Seasonal algae blooms is noticeable but

insignifjcant in signal attenuation

Chlorophyll Interference

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SLIDE 20

Acknowledgements

David Blair

  • Dr. Stephen Brown

Eric Marcotte Rami Maassarani Brooke Sanders Ahrani Gnananayakan Champagne Bioresearch Group

20