2007-09-19 uv disinfection for interactive fountains

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1 Jim Cosman Gary Vanderlaan September 19, 2007 Gaining Enhanced Public Health Protection by Implementing Validated UV Disinfection Systems on Interactive Fountains

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1

October 10, 2003

Jim CosmanGary VanderlaanSeptember 19, 2007

Gaining Enhanced Public Health Protection by Implementing Validated UV Disinfection Systems on Interactive Fountains

2

Presentation Outline

• Cryptosporidium and Recreational Water Outbreaks

• Regulatory Context: UV Disinfection for Drinking Water

• UV Disinfection Theory and Dose Delivery

• UV Dose Verification

– Bioassay Validation

– Bioassay Validation Protocols

• Case Studies

– Seneca Lake State Park– Plaza de Cesar Chavez

• Conclusions

3

• Over 28 years of successful innovation

• Singular focus on environmental technologies

• Over 500 dedicated professionals on staff

• Offices in Canada, USA, the UK, Germany, Spain, and the Netherlands

• Over 4000 UV water and wastewater installations world-wide

Trojan Technologies Overview

4

Danaher Environmental Business Platform

Cryptosporidium and Recreational Water Outbreaks

6

• Unlike bacterial pathogens, Cryptosporidium oocysts are resistant to chlorine disinfection and can survive for days in treated recreational water venues despite adherence to recommended residual chlorine levels (1–3 ppm)

• The popularity of recreational water venues, the number and geographic distribution of recent cryptosporidiosis outbreaks, and the resistance of Cryptosporidium to chlorination suggest that treatment strategies for recreational water facilities need to be improved.

7

Cryptosporidium and Recreational Water Outbreaks

8

Regulatory Context: UV Disinfection for Drinking Water

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Smaller Wastewater/Reuse UV Disinfection System

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Residential and Small System Drinking Water UV Disinfection System

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Operating UV Installations

Seattle, Washington, USA

• 180 USMGD• Ozone, UV Disinfection, and

Chlorination

• Disinfection designed to provide 3-log Cryptosporidium, 4-log Giardia, and 5-log virus inactivation

• Opened October 2004• Largest Operating UV Facility

in the World

Cedar Water Treatment Facility, Seattle, Washington

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New York City - Catskills and Delaware UV Project

• 2.2 USBGD• 56 X 40 MGD Reactors

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0

50

100

150

200

250

300

350

400

450

1980

1982

1984

1986

1988

1990

1992

1994

1996

1998

2000Nu

mbe

r of P

WS

usin

g UV

Dis

infe

ctio

n

Use of UV in Water TreatmentDrinking Water Plants

Source: Dan Schmelling, USEPA

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Factors Impacting Growth in UV Disinfection

• Is effective against Giardia cysts and Cryptosporidiumoocysts

• Does not contribute to formation of Disinfection Byproducts

• Synergistically participates in integrated disinfection scenario

• Regulatory change

16

020

4060

80100

120140

Tec

hnol

ogy

cost

(c

ents

/kga

l)

0.6 MGD 6 MGD 60 MGDSystem design flow

MF/UFOzoneUV

Comparison of Technology CostsMicrofiltration (MF), Ozone, UV

Source: Dan Schmelling, USEPA

17

Filtered System Bin Classification and Treatment

Bin Number Cryptosporidium Concentration (in oocysts/L)*

Additional Treatment Beyond Current Requirements**

1 Crypto < 0.075 No additional treatment

2 0.075 ≤ Crypto < 1.0 1.0 log (90%)

3 1.0 ≤ Crypto < 3.0 2.0 log (99%)

4 3.0 ≤ Crypto 2.5 log (99.7%)

*Based on annual average concentrations**Applies to plants with conventional treatment; requirements for other treatment types can differ

Source: USEPA, Long Term 2 Enhanced Surface Water Treatment Rule

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Microbial Toolbox

Watershed Control Program

Inactivation

Improved Treatment

Pre-treatment Alternative Source

Demonstration of Performance

Chlorine dioxide

Ozone

UV Light

Pre-sedimentation

basin

River bank filtration

Intake relocation

Manage timing or level of withdrawal

Lower finished water turbidity

Membranes

Bag and cartridge

filters

Slow sand filters

• Options can be used singly or in combination

• Systems must meet specific criteria for prescribed treatment credit

19

UV Adoption Forecast for LT2 Compliance

Source: USEPA, Economic Analysis for the Long Term 2 Enhanced Surface Water Treatment Rule

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USEPA UV Disinfection Design Guidance Manual

• USEPA has developed:

– UV dose (IT) tables

– Validation protocol

– Monitoring requirements

UV Disinfection Theory and Dose Delivery

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Ultraviolet (UV) light is invisible to the human eye

UV is comprised of electromagnetic radiation of wavelengths ranging from 10 nm to 400 nanometers (nm)

Certain wavelengths of UV light are germicidal –meaning they can neutralize microorganisms

What Is UV Light?

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UV Applications Disinfection

Germicidal Effectiveness of UV Wavelengths • Efficacy of UV light for microbial disinfection peaks between 245 and 270 nm

• Above and below these wavelengths, there is a drop off in effectiveness, although wavelengths are still absorbed by the DNA

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UV light penetrates the cell wall

The UV energy permanently alters the DNA structure of the microorganism

The microorganism is “inactivated” and unable to reproduce or infect

How Does UV Disinfect?

UV Energy

DNA Nucleic Acid

Cell Wall

25

UV Lamps Different Types

There are three distinct types of UV lamps.

These are characterized by the mercury vapor pressure inside the lamp, and the UV energy they produce:

Low-Pressure, Low-Output (LPLO)Used in small systems; least UV energyLow-Pressure, High-Output (LPHO)High output allows greater doses from compact systems; this category includes amalgam lamps

Medium-Pressure, High-Output (MPHO)Extremely high UV output; capable of treating significant flow volumes

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• UV output is primarily 254 nanometers, and characterized as monochromatic

• 254 nm wavelength is ideally suited to microbial disinfection

UV Lamps Low Pressure

Low Pressure Lamp UV Output

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• Broad spectrum of UV output (<200 to >600 nm) is characterized as polychromatic

• Though less efficient, medium pressure lamps emit significantly more UV energy -allowing very compact treatment systems capable of treating large flows

UV Lamps Medium Pressure

Medium Pressure Lamp UV Output

UV Dose

• Design Requirement for UV are stated in terms of “Dose”

• UV Dose is equivalent to CT for chlorine

• CT = Residual concentration (mg/L) x Contact Time (minutes)

• UV Dose = UV Intensity (mW/cm2) x Exposure Time (seconds)

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Intensity= ResidenceTimeXUV

DOSE

UV Dose is expressed in: µWsec/cm2 (Microwatt seconds/cm2)

mWsec/cm2 (Milliwatt seconds/cm2)

mJ/cm2 (Millijoules/cm2 )

UV Dose Calculation

Dose = energy applied to water

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UV Dose Water Quality Factors

UV Transmittance (UVT)The ratio of light entering the water to that exiting the water – usually reported for a path length of 1 cm.

UVT represented as a percentage and is related to the UV absorbance by the following equation:

%UVT = 100 x 10-A

As the UV absorbance increases, the UV transmittance decreases.

Examples:Municipal Tap Water = 85-95% UVT

Treated Wastewater = 50-80%UVT

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Measuring UV Transmittance (UVT)

UV Transmittance

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UV Applications Disinfection

Pathogen

1-Log 2-Log 3-Log 4-Log

Cryptosporidium parvum oocysts 1.3 2.5 4.3 5.7

Giardia lamblia cysts 0.7 1.3 1.7

Vibrio cholerae 0.8 1.4 2.2 2.9

Shigella dysenteriae 0.5 1.2 2 3

Escherichia coli 0 157:H7 1.5 2.8 4.1 5.6

Salmonella typhi 1.8 - 2.7 4.1 - 4.8 5.5 - 6.4 7.1 - 8.2

Shigella sonnei 3.2 4.9 6.5 8.2

Salmonella enteritidis 5 7 9 10

Hepatitis A virus 4.1 - 5.5 8.2 - 13.7 12.3 - 22 16.4 - 29.6

Poliovirus Type 1 4.1 - 6 8.7 - 14 14.2 - 23 21.5 - 30

Coxsackie B5 virus 6.9 13.7 20.6 30

Rotavirus SA 11 7.1 - 9.1 14.8 - 19 23 - 25 36

Average UV Dose mJ/cm 2 required to inactivateAverage UV Dose Required for Inactivation (mJ/cm2)

Pathogen

0.3

33

UV Disinfection Effectiveness

least resistant

most resistant

Waterborne Pathogen

Cryptosporidium Giardia

vegetative bacteria

viruses / spores

UV

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Log Inactivation Credits and UV Dose

Crypto Giardia Virus0.5 1.6 1.5 391.0 2.5 2.1 581.5 3.9 3 792.0 5.8 5.2 1002.5 8.5 7.7 1213.0 12 11 1433.5 15 15 1634.0 22 22 186Log

Inac

tivat

ion

Cre

dit

• The dose requirements in this table do not include validation factors (safety factors) required by the USEPA UV Guidelines

Source: USEPA, Long Term 2 Enhanced Surface Water Treatment Rule

UV Dose Verification

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High Dose Microbe Path

Medium Dose Microbe Path

Low Dose Microbe Path (SC)

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Dose Accumulation by Particles within a UV Reactor

38

UV Dose Distribution

00.10.20.30.40.50.60.70.80.9

1

10 20 30 40 50 60 70 80

Delivered Dose (mJ/cm^2)

Prob

abili

ty

39

Bioassay Validation

• Equipment design, reactor efficiency and performance varies with each manufacturer’s reactor

• Bioassay validation is a safeguard to ensure the disinfection performance achieved by UV system is equal to, or better than, theoretical predictions of performance

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Portland Test Facility – United States

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UV Validation and Test Center – United States

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DVGW Test Facility - Germany

Biodosimetry Dose Determination

Step 1: Develop UV dose-response data under controlled laboratory conditions

Collimated Beam

SampleStirrer

UV Lamp

Viab

le M

icro

bial

Pop

ulat

ion

101102103

105

104

106

Dose

Challenge OrganismDose Response

10 20 30 40 50

Dose Response Curve

Step 2: Inject challenge organism into full scale reactor to measure inactivation. Use organism from same culture.

Organisms in (No)

Organismsout (N)

UV Reactor

Biodosimetry Dose Determination

Biodosimetry Dose Determination

Step 3: Determine dose from data in Steps 1 and 2

10 1

10 2

10 3

10 5

10 4

10 6

Dose

10 20 30 40 50

Viab

le M

icro

bial

Pop

ulat

ion Challenge Organism Dose Response

Level of inactivation of test organism in reactor

UV Dose deliveredby the reactor, also known as the Reduction Equivalent Dose, or RED

24

46

Bioassay Test Conditions

• Vary UV Transmittance

• Vary flow rate

• Vary power levels

• Simulated end of lamp life

47

0

20

40

60

80

100

120

0 5 10 15 20Flow (US MGD)

Bio

assa

y D

ose

(mJ/

cm2)

UVT 95%UVT 90%UVT 85%UVT 80%UVT 75%

UV System Bioassay Results

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UV Validation Protocols

• German DVGW W294

• Austrian ÖNORM

• USEPA/NSF ETV Test Protocol

• USEPA UV Validation Protocol

• ANSI NSF Standard 55

• National Water Research Institute (NWRI) Guidelines

UV Dose Monitoring

50

0

20

40

60

80

100

120

0 5 10 15 20Flow (US MGD)

Bio

assa

y D

ose

(mJ/

cm2)

UVT 95%UVT 90%UVT 85%UVT 80%UVT 75%

UV System Bioassay Results

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UV Intensity Sensors

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UV Intensity Monitoring

• Monitor the Intensity of UV light coming from the lamps

• Most important part of the monitoring and control of the UV system

• How do sensors work?

– Sensors are like miniature solar panels

– Photodiode converts UV light into electrical energy

– Measure voltage or current and translate into Intensity

– Systems typically display intensity in mW/cm2

• UV Intensity sensors will see impacts from lamp aging, sleeve fouling, and changes in UVT%

• Sensors can be mounted on the wall of the reactor OR inserted into a quartz sleeve (like a lamp)

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• Go into alarm condition if drop below set-point

UV Intensity Set Point Strategy

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UV Intensity Set Point Control Strategy

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On-Line Dose Monitoring and Control Strategies

• UV Intensity Set Point• UV intensity• Flow rate• Lamp status

• UV Transmittance and UV Intensity Set Point• UV intensity• UV transmittance• Flow rate• Lamp status

• Calculated Dose• Calculated dose• Flow rate• UV transmittance• Lamp status

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Reference Sensors

• UV Intensity Sensor is integral to ensuring system is working, calibration of sensor must be maintained

• Reference sensors are provided by manufacturer’s to perform calibration checks

• EPA recommends that calibration of duty UV sensors be verified with a reference UV sensor at least monthly.

UV DISINFECTION CASE STUDIES

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Seneca Lake State Park Cryptosporidium Outbreak

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• During the Summer of 2005 an outbreak of cryptosporidiosis occurred at Seneca Lake State Park

• Over 1,700 people may have been infected with 425 laboratory cases of cryptosporidiosis and 1,374 probable cases identified

• Cryptosporidium was traced to the water tanks that supplied the 11,000 square foot spraypark

• In response, New York Department of Health passed emergency public health regulations to govern the design and sanitation of such attractions statewide

Seneca Lake State Park Cryptosporidium Outbreak

61

Seneca Lake State Park Cryptosporidium Outbreak

All spray ground operators must comply with the following state regulations before opening this year:

• Spray park water attractions are now required to obtain permits from their local health departments;

• Install appropriate filtration and disinfection systems, including the use of ultraviolet disinfection units;

• Post signs alerting those with gastrointestinal illness not to enter the spray pad areas; and

• Construct fencing around the attraction to keep wild life and pets from entering the spray pad.

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Estimated Costs for UV Disinfection – New York

Source: NYS Register, Rulemaking Activities, May 3, 2006, Page 14

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65

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Plaza Cesar Chavez Cryptosporidium Outbreak

• Seven confirmed cases of cryptosporidosis

• All were children between 1 and 13 years of age

• Occurred between July 22 and August 21, 2006

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• Peak Flow Rate: 1426 GPM

• UVT: 95%

• UV Dose: >40 mJ/cm2

• Trojan UVSwiftSC - D12

• Start-up: May 2007

Plaza Cesar Chavez Cryptosporidium Outbreak

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Conclusions

• UV Disinfection is very effective at inactivating a wide range of waterborne pathogens

• USEPA Long Term 2 Enhanced Surface Water Treatment Rule has created the framework and tools to effectively implement UV Disinfection for Interactive Fountains

• UV Dose Tables

• UV Validation Guidelines

• Monitoring Requirements

• UV Systems must undergo bioassay validation at multiple operating conditions to ensure public health protection

71

Conclusions

• Understand the strengths and limitations of each Bioassay Protocol

• Pay close attention to dose monitoring strategies

– What dose monitoring strategy is used to control the system?

– Verify calibration of instruments used in dose monitoring strategy

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Resources – TrojanUV Regulator Portal

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Resources – TrojanUV Regulator Portal

QUESTIONS

CONTACT INFORMATIONJim Cosman

(519) [email protected]

www.trojanuv.com