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OSI Delhi Summer 2014 Case Study OSI Delhi Summer 2014 Case Study

OSI Delhi Summer 2014 Case Study - PowerPoint Presentation

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OSI Delhi Summer 2014 Case Study - PPT Presentation

Appropriate Treatment for Controlling Risk of Legionella in Recycling Greywater in Cooling Towers Group Members Dipti Kamath Dhamodharan K Abhinav Garg Mentors Prof Charles ID: 933033

water cooling treatment legionella cooling water legionella treatment tower risk drift towers exposure greywater weight chemical analysis 2012 day

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Slide1

OSI Delhi Summer 2014Case Study

Appropriate Treatment for Controlling Risk of Legionella in RecyclingGreywater in Cooling Towers

Group Members: Dipti KamathDhamodharan KAbhinav Garg

Mentors:

Prof. Charles

N Haas

Prof. James

Gomes

Slide2

Legionella

Gram Negative bacteriaMain pathogenic strain: Legionella

PneumophilaOptimum conditions for growth:DO : 0-10mg/lTemp: 0-70 °CpH: 5-8.5

Slide3

Hazard Identification

Legionella bacteria cause a collection of infections sub-clinical Pontiac feversevere form of pneumoniaLegionnaires diseaseExposure pathway: inhalation aloneThe bacteria grow best in warm water, like the kind found inHot tubsCooling towersHot water tanksLarge plumbing systemsDecorative fountains

Legionellosis

Slide4

Year

CityVenue

source1976Philadelphia, Pennsylvania1976 Philadelphia Legionnaires' disease outbreakAir conditioning1979Ballarat, Australia

psychiatric hospital

shower water system

1985

Wollongong,

Australia

social club building

small cooling tower

1986

Adelaide, Australiacommunitysmall cooling tower at hospital1987Wollongong, Australiashopping centresmall cooling tower at a shop1989Sydney, Australiabowling clubsmall cooling tower1989Burnie, Tasmaniacommunitysmall cooling tower at hospital1992Sydney, Australiashopping centresmall cooling tower1995Sydney, Australiashopping centresmall cooling tower at hospital2000Melbourne, AustraliaMelbourne AquariumCooling tower2005Toronto, CanadaSeven Oaks Home for the AgedCooling tower

Outbreaks

Slide5

Exposure Assessment

PROBLEM STATEMENT

Apartment building houses 400 personsGreywater produced used as cooling waterCentralized ACLegionella present in greywater2 cases for GW:

treatment provided

treatment not provided

Slide6

Cooling Towers

Natural draft

Mechanical draftInduced draft Forced draft

Drift formation and Emission through the Exhaust fan at the top of cooling towers are the carriers of legionella

Slide7

The Process

Slide8

Assumptions

High Income Group Water demand (39,960 ± 23,920 l/day

)Grey water (Production) (48.32 ± 0.35%)

AC Capacity (400

tonnes

) *

Cooling Water requirement (60,560 ± 30,280 l/day

) *

(Taking external temperature into consideration)

If grey water produced is less than requirement, more water is added

Slide9

Legionella Concentration in Cooling Water

Assumptions…Referred Various papers/Reports

Lognormal Distribution *Conc. in Greywater (20,05,66,667 ± 48,96,20,476.2 CFU/l)

Legionella

Pneumophila

:

92% of total

Legionella sp

. *

Conc. in extra water

(98,261 ± 12,16,30 CFU/l) Biofilm considered with incorporation a growth factor (=2); no specific time duration considered *

Slide10

Mixing ratioAssumed as 1:10 *

Assumptions…

Cooling Tower DetailsDrift varies from 0 – 1% Depends on drift eliminatorsExhaust velocity = 10 m/sExhaust fan diameter = 2.64 m

Legionella

Exposure

Exposure time

Assumed to be 0.5 ± 23

hours *

Inhalation

Rate dependent on body weight, age

Slide11

Dose Response

Agent strainRoute

Dose unitsResponseBest fit modelOptimized parameter(s)LD50/ID50 Philadelphia 1inhalationCFUinfectionexponential

k = 5.99E-02

1.16E+01

Source: Muller et al. (1983)

Recommended Model : Exponential Model

Slide12

Risk Characterization

CaseConditionRisk1No treatment of greywater1±4.6 %

2.Drift eliminators ( drift reduced to 0.01%)0.08±0.3%3.1Treatment of greywater with chemical treatment(~80% reduction of legionella)0.48 ± 3.8%3.2Treatment of greywater with chemical treatment and disinfection(~95% reduction of legionella)0.19 ± 2.4%3.3Treatment of greywater with chemical treatment(80% redn) + drift eliminator

0.005±0.05 %

3.4

Treatment of

greywater

with chemical treatment, disinfection a

nd drift eliminator

0.002±0.027%

Slide13

Risk Characterization

Excel file

Slide14

Risk Characterization

Slide15

Monte Carlo analysis

Contribution of individual parameters to variance was found as follows:Sensitivity graphsParameters

Cases123.13.23.33.4Exposure duration (%)73.9

8.3

74.7

74.7

81.8

79.6

Concentration

of

Legionella

in GW (CFU/L/Day)15.476.5171715.816.9Drift (%)6.34.64.6Water Demand (l/Day)4.214.83.63.62.33.6Greywater (%)0.10.00.00.00.00.0Cooling water requirements 0.00.00.00.00.00.1Concentration of Legionella0.10.40.00.00.00.0

Slide16

Monte Carlo analysis for Case 1

Slide17

Risk Management

As can be seen from various cases, the best would be use of water treatment along with drift eliminators w.r.t risk

Other options include ThermalUV IonizationOzonation

Cost-benefit analysis can be done to find the best option

Not considered due to high costs; only used in DW

Slide18

Risk Communication

Stake Holders

Exposure due to Recreational ActivityLike Garden Area Might cause spread of disease to Kids and Elders(More Vulnerable to infections)Exposure in Balconies

Slide19

Limitations of Work

Large data gaps foundGreywater productionMixing ratio valuesLegionella concentration w.r.t Indian scenarioGrowth factorExposure time- surveyTreatment studies

Slide20

Conclusion

Treatment measures considered and comparedA generalized framework was made

Risk assessed for the said problemMonte Carlo analysis

Slide21

Birks, R., Colbourne, J., S. Hills, Hobson, R., 2004. Microbiological water quality in a large in-building, waterrecycling facility. Water Science and Technology. 50(2), 165–172.Cilloniz, C., Ewig, S.,

Polverino, E., Marcos, M.A., Esquinas, C., Gabarrus, A., Mensa, J., Torres, A., 2011. Microbial aetiology of community-acquired pneumonia and its relation to severity. Thorax 66 (4), 340-346.Craun, G.F., Brunkard, J.M., Yoder, J.S., Roberts, V.A., Carpenter, J., Wade, T., Calderon, R.L., Roberts, J.M., Beach, M.J., Roy, S.L., 2010. Causes of outbreaks associated with drinking water in the United States from 1971 to 2006. Clinical Microbiology Reviews 23 (3), 507-528.Fry, N.K., Warwick, S., Saunders, N.A., and Embley, T.M.(1991) The use of 16S ribosomal RNA analyses to investigate the phylogeny of the family Legionellaceae

. J GenMicrobiol 137: 1215–1222.Lau, H.Y., Ashbolt, N.J., 2009. The role of biofilms and protozoa inLegionella pathogenesis: implications for drinking water.Journal of Applied Microbiology 107 (2), 368-378.Rose, J. B., Gwo-Shinsgu N, Gerba,C . P. And Sinclaian, (1991). A. Microbialquality and persistence of enteric pathogens in graywater from various household sources. Wat. Res.,25,(l ),3 7.Steinert, M., Hentschel, U., Hacker, J., 2002. Legionella pneumophila: an aquatic microbe goes astray. FEMS Microbiology Review 26 (2), 149-162.Varvara, A, M., Georgia, G., Jenny, K., MD, Christos, H., Legionella species colonization in cooling towers: Risk factorsand assessment of control measures. doi:10.1016/j.ajic.2009.04.285.Exhaust velocity of cooling tower fans (2000ft/min) : External Influences onCooling Tower Performance, marley technical report (2012)Fan diameter for approx. 400 tons cooling tower: ( ≈ 2.64 m):http://www.aaronequipment.com/usedequipment/cooling-towers/cooling-towers/bac-3455c-mm-46145001

Ref for body weight of adults (57.7 kg) in

asia:

Walpole

, Sarah C et al;

Prieto

-Merino, David; Edwards, Phil; Cleland, John; Stevens, Gretchen; Roberts, Ian (18 June 2012).

"The weight of nations: an estimation of adult human biomass"

.

BMC Public Health (BMC Public Health 2012, 12:439) 12: 439. doi:10.1186/1471-2458-12-439. PMC 3408371.PMID 22709383.Retrieved 12 July 2012.Ref for body weight of infants in india: http://www.guidetochildcare.org/normal-growth-and-development.htmReferences

Slide22