Photolysis and secondary formation of disinfection by-products by UV treatment of swimming pool water Spiliotopoulou Aikaterini Master thesis 30 ECTS Supervisors:

Slides:



Advertisements
Similar presentations
Disinfection – Chapter 26
Advertisements

Analyze Immediately Residual Chlorine. Topics…. Background: Chlorine Chemistry Industrial Application NJAC Regulations Summary.
BL TIER 3 TIER 3 Identify suitable experimental procedures for measuring rates of reactions Identify the factors affecting the rate of a reaction Calculate.
Disinfectant & Disinfection Byproducts Control and Optimization Case Study of the University of Alaska Fairbanks Water System By Johnny Mendez, P.E., Drinking.
3 R’s of water Recharge, Reuse & Recycling. Capture / Reuse Volume Control Reduced potable water consumption Cost savings.
Review of Analytical Methods for Nutrient Parameters focusing on Nitrates An Overview By Michael Jackman Chemistry Expert.
Comparative DNA Analysis of Soils Treated with Pesticides and Poultry Litter This research determines the DNA profiles of soil samples collected from agricultural.
Disinfection by-products Precursors + oxidant → DBPs DBPs can be reduced by: the precursors (organic materials present in the sourcewater) the reactants.
CE 370 Disinfection.
ENVE 201 Environmental Engineering Chemistry 1 CHLORINATION Dr. Aslıhan Kerç.
WQT 134 Environmental Chemistry II
Pool Water Treatment SeriesCorrosionIrritation Costly Maintenance Poor Air Quality Hazy Water.
HOW DISINFECTION WORKS. Disinfection kills or inactivates living organisms that cause disease Oxidation destroys the physical structure of the organism.
Environmental Engineering Lecture 8. Disinfection  As practiced in water treatment, disinfection refers to operations aimed at killing or rendering harmless,
BLEACHING.
Slide 1 Delta Water Quality: Implications for Utility Compliance with the Safe Drinking Water Act Edward G. Means III Sr. Vice President McGuire Environmental.
Water Distribution Systems Water Quality Modelling for Civil Engineers 1 Helena M Jetmarova, GWMWater Helena M Jetmarova, GWMWater George J Kastl, MWH.
Using Huwa-san as Alternative Disinfecting Agent for Water Treatment
XI. Swimming Pools & Bathing Beaches A. Regulations & B. Design and safety.
Assistant Lecturer- Zoology Department Faculty of Science
Chlorination of Drinking Water Uses - Disinfection 1908 began  cholera, typhoid - water borne diseases Saved millions of lives Side products now of concern.
Introduction to Chlorine Dioxide Technology. Chlorine Dioxide is … Oxidizer and Disinfecting Biocide Molecular Formula – ClO 2 2/3 the oxidation potential.
Purposes of Oxidation u Removal of iron, manganese, sulfides u Removal of Taste & Odor u Destruction of color u Removal of synthetic organics –chlorinated.
Combined Ozonation-Nanofiltration for Drinking Water Treatment B. S
OXIDATION PROCESSES IN DRINKING WATER TREATMENT
5.8 Disinfection Objective
Effective Use Of Peracetic Acid to Reduce Effluent Disinfection Byproduct in Water Resource Recovery Facilities Isaiah Shapiro, EIT Dimitri Katehis PhD,
Chlorination and Dechlorination. » What is the purpose of a water treatment plant? ˃To remove all contaminants and make the water safe to drink » What.
Experts in Chem-Feed and Water Treatment Chlorine Chemistry.
Formation and Dissipation of Trihalomethanes during Aquifer Storage and Recovery Operations Jason Pulley City of Salem Public Works.
Natural and Engineering Factors that Affect Disinfection Byproduct Concentrations in the Home Boning Liu and David Reckhow Department of Civil and Environmental.
Oxidation-Reduction (Redox) Reactions
Age of Potable Water Impacts on DBP’s and Disinfection Residuals.
Chapter 6: Kinetics 6.1: Rates of Reactions The rate of a chemical reaction is a measure of the “speed” of the reaction rate = quantity of a product formed.
Chemical Measurements in Drinking Water: Their Use in Monitoring Disinfection and its Consequences Kusum Perera, Ph.D.
CTC 450 Review Water processing.
1. Disinfection By-Products: A Historical Perspective Effect of Early Analytical Methodology for Analyzing Trihalomethanes (THMs) –Concentrating processes?
The formation and control of emerging disinfection by- products of health concern by Stuart W. Krasner Philosophical Transactions A Volume 367(1904):
Effect of Oxygen Content on Toluene Decomposition in Wire-Plate Dielectric Barrier Discharge Reactor Guo Yufang Ph.D candidate South China University of.
SUB-TOPICS: -THE PROCES -HEALTH -THE COSTS -DISINFECTION -THE DANGER OF DRUGS IN OUR BODY How drinkwater is purified in The Netherlands.
Disinfectants and Disinfection Byproducts Rule (Stage 1&2 DBPRs) Wyoming Potable Water Age, Lagoon Aeration and Utility Line Replacement Seminar Hosted.
Study on removal of bromate by activated carbon By Weifang Chen.
AdOxTM --a Kinetic Model for the Hydrogen Peroxide / UV Process
“ Safer, More Effective ISCO Remedial Actions Using Non-Extreme Persulfate Activation to Yield Sustained Secondary Treatment ” Michael Scalzi, President.
Anion Exchange for Drinking Water Treatment
Disinfection of seawater: Application of UV and Ozone
Water Treatment: Disinfection Processes Current Technology vs. Alternatives.
Table 1. Advantages & Disadvantages of Treatment Systems M. Shah et al. Effective Treatment Systems for Azo Dye Degradation: A Joint Venture between Physico-Chemical.
Free Radical Reactions
Chloramination 101 Scott Kahle ASA Analytics.
S. Van Haute*,**, I. Sampers**, K. Holvoet*,**, and M. Uyttendaele*
CTC 450 Review Water processing.
CHLORINOUS ODORS WITHOUT CHLORINE:
Fluence-based rate constant
UV-C and UV-C/H2O2 degradation of two artificial sweeteners, Acesulfame_K and Sucralose C.Drosou1, K. Tyrovola1, T. Neromilioti1, E. Kourounioti1, N.P.Xekoukoulotakis1.
Drinking water, Disinfection by-products and Developing countries Junjie Zhu Advisor: Paul Anderson Illinois Institute of Technology,Chicago,IL BACKGROUND.
Chemical oxidation Reactants Products Reduced Oxidized Oxidants
Chemical oxidation E°b> E°a Reductant a Oxidant a Oxidant b
Chemical oxidation Reactants Products Reduced Oxidized Oxidants
Bujar H. Durmishi1*, Arianit A. Reka, Murtezan Ismaili, Agim Shabani
TVM 4145 Vannrenseprosesser / unit processes
CHLORINATION.
Control of Microorganisms by Physical and Chemical Agents
Introduction If nontoxic organic pollutants get discharged into a river, lake or stream, they should be pretty harmless, right?
Purposes of Oxidation Removal of iron, manganese, sulfides
Oxidation Case Studies
Optimizing Chlorine Flush
Air Pollution and Stratospheric Ozone Depletion
Trihalomethanes Removal Evaluation
Presentation transcript:

Photolysis and secondary formation of disinfection by-products by UV treatment of swimming pool water Spiliotopoulou Aikaterini Master thesis 30 ECTS Supervisors: Henrik Rasmus Andersen Kamilla Marie Speht Hansen

 Introduction  Disinfection by-products (DBPs)  Need for Swimming Pool research  Hypothesis  Background  Analytical conditions  Results & Discussion  Conclusions Outline 1

1. Introduction and Background 2

Need for swimming pool research 3  Common form of exercise  Safe swimming pools  Chlorine Strong oxidant Effective to pathogens and modified cells Combination: NOT well defined Chloroform (TCM) Bromodichloromethane (BDCM) Dibromochloromethane (DBCM) Dichloroacetonitrile (DCAN) Trichloropropanone (TCprop) BUT : Cl 2 + Dirt  DBPs

Disinfection by-products (DBPs)  Exposure:  Ingestion, inhalation, dermal absorption  Affect Human Health  Suspected for:  Eye and skin irritation, respiratory infection, cancers, stillbirths and other birth defects, genotoxicity 4 Need for their limitation!!!

UV irradiation  UV as secondary treatment  Bactericidal  Inactivate pathogens resistant to Cl 2  Inorganic chloramines reduction 5 Combination: NOT well defined Figure 1: The electromagnetic spectrum.

Swimming pool Figure 2: Schematic drawing of a swimming pool. 6

Conflicting researches Enhancement of Thrihalomethane (THM) formation in presence of residual Cl 2 by UV was observed in:  Short term full scale experiments  Laboratory studies When:  Low pressure UV or  Medium pressure UV lamps 7 Cl 2 + UV = ? Suggestion of mechanisms which explain DBP formation!!!

2. Hypothesis & Objectives 8

Hypothesis 9 1. DBPs are formed in UV reactor HOCl + hv + H + Cl + OH then Cl + organic matter DBPs 2. UV and radicals change organic matter making it more reactive to Cl 2 OH more reactive organic matter to Cl 2 DPBs are formed after Cl 2 addition Breaking point OH Cl 2 Figure 3: The mechanism of OH contribution to a compound transformation.

Question 10 Does UV create more DBPs or speed up their formation Based on the mass balance all the carbon in the pool is oxidized by Cl 2

Objetives  Which are the effects of medium-pressure UV radiation on the water quality in chlorinated indoor swimming pools in presence of  chlorine?  hydrogen peroxide?  nitrate?  Which mechanisms explain DBP formation?  Which is the main DBP formed in pools?  Which process contributes more to their formation?  Could ABTS method be used for Cl 2 determination in SW? 11

3. Experimental Approach 12

Analytical conditions Figure 4: Schematic drawing of experimental design. 4 different indoor public pool locations in Copenhagen  Physicochemical parameters:  Cl 2 ABTS method at 405 nm  NO 3 - and NO 2 - kit  pH was adjusted to 7.5  Chemical parameters:  TOC TOC meter  H 2 O 2 TiO-oxalate method at 400 nm  Volatile DBPs P&T coupled with GC-MS 13

Experimental conditions 14 Dark: Untreated water Dark, Cl 2 : chlorination Dark, High Cl 2 : long term retention time UV/Cl 2, Cl 2 : post UV Cl 2 (20 min exposure) UV/Cl 2, Cl 2, Air: post UV Cl 2 (20 min exposure), aeration after 24h UV/Cl 2, Cl 2, Air, High Cl 2 : post UV Cl 2 (20 min exposure), High Cl 2 UV/Cl 2, High Cl 2 : post UV High Cl 2 (20 min exposure) UV40/Cl 2, Cl 2 : extent post UV Cl 2 (40 min exposure) UV/Cl 2 : Cl 2 not in the UV reactor UV, Cl 2 : Cl 2 in the UV reactor UV20: 20 min exposure UV40: 40 min exposure UV/NO 3 -, Cl 2 : NO 2 effect, UV (exposure 20min), Cl 2 UV/H 2 O 2, Cl 2 : OH effect, UV (exposure 40-70min), Cl 2

 DPD (N, N-diethyl-p-phenylenediamine sulfate)  Widely used  Measured at 520 nm  Drawback: the colored product of the reaction is not stable  ABTS (2.2-azino-bis (3-ethyl-benzothiazoline)-6sulfonic acid-diammonium salt) (Pinkernell et al., 2000).  Simple  Accurate  Measured at 405 nm  Reaction product: stable without causing any interference of chlorite  Able to distinguish: chlorine, chloramines and chlorine dioxide Cl 2 determination - colorimetric methods 15

Collimated beam set up Figure 5: The schematic description of the quasi-collimated beam irradiation apparatus, to the right: picture of the commercial UV system from the public swimming pool. 16

4. Results & Discussion 17

Results – ABTS method Figure 6: ABTS calibration curve. 18 DL= mg/L Cl 2

Results - Chemical characterization of pool waters pH adjusted to ≈ 7.5 after chlorine addition Swimming poolsTOC analysis Initial NO N concentration NO N concentration after UV/Cl 2 /NO 3 -, Cl 2 Pool Pool Pool Pool Table 1: TOC, NO 3 - and NO 2 - concentration (mg/L) analysis for the four different swimming pools. 19

TOC Results- Chlorine consumption Figure 7: Chlorine consumption in 24h. 20  Highest Cl 2 consumption:  UV/Cl 2, Cl 2 : Pool 1 &2  Dark, High Cl 2 :Pool 3 &4  H 2 O 2 :  Pool 1: no significant difference  Pool 2: precursors removal

Close to DL Results – Total Trihalomethane (TTHM): TCM + BDCM +DBCM Figure 8: Total trihalomethane formation in water samples treated by different procedures including the brominated species.  Proportional to Cl 2 consumption  The main formed compound in TTHM: Chloroform  UV: Br 2 removal  UV/Cl 2, Cl 2  Highest DBP formation  Increase Br- DBPs 21

Theory of Br-Cl-DBP formation UV Irradiation Cl 2 addition Figure 9: Schematic representation of brominanted DBP formation. Further reaction 22

Results – Chloroform formation (TCM)  TCM formation is proportional to Cl 2 consumption  Untreated SW: contain TCM  UV/Cl 2, Cl 2  Highest TCM formation Figure 10: TCM formation in pool water samples treated by different procedures. 23

Results - Brominated THM formation  BDCM: highest formation than DBCM  More Br for DBCM  UV: removal rate of brominated compounds is proportional to the bromine substitution Figure 11: DBCM and BDCM formation in pool water samples treated by different procedures. 24

 Untreated SW: contain DCAN  Cl 2 addition: higher decrease of DCAN Results - DCAN and TCprop formation Figure 12: DCAN and TCprop formation in pool water samples treated by different procedures. 25  UV: no impact to DCAN  UV/Cl 2, Cl 2 : highest DCAN & TCprop formation

 UV + Cl 2 Cl 2 + organic matter chloroform  UV/Cl 2, Cl 2 : highest formation in all the studied compounds UV Dark,Cl 2  NO 2 – : significant increase of Cl 2 consumption due to the reaction of NO 3 – with Cl 2  No change in Cl 2 consumption  TTHM and DCAN: decrease  TCprop: uncertainty  UV forms OH which partially oxidize organic matter more reactive to Cl 2  TTHM and DCAN: no effect  TCprop: significant increase Results – R adical effects does not seem to affect significantly the chloroform formation 26

5. Conclusions-Perspectives 27

Conclusions - Contribution  ABTS method: suitable for Cl 2 determination in Swimming Pool water  UV/Cl 2, Cl 2 : high DBP formation  Chloroform: the main DBP in pools  Radicals do not affect significantly DBP formation 28 DBPs are NOT formed in UV reactor BUT after Cl 2 addition UV treatment amplified the fraction of brominated THM

Hypothesis Evaluation 29 DBPs are NOT formed in the UV BUT when Cl 2 is added 1. DBPs are formed in UV reactor 2. UV changes carbon making it more reactive to Cl 2  Does UV create more DBPs or just speed up DBP formation:  UV speeds up DBP formation (Dark, High Cl 2 vs. UV, Cl 2 ) Uncertainty about the concentration  more DBPs were formed from UV (UV, Cl 2 vs. Dark, Cl 2 )  The increased concentration make the water more toxic

 Supplementary experiments (laboratory and full scale) to define:  the kinetics and mechanisms of DBP formation  the processes occurring during UV irradiation  Focus on:  Repetition for complete data set in all the pools for better understanding of the combined UV-Cl 2 treatment Perspectives 30

Thank you for your attention!

CompoundsGuidelines (μg/L) Chloroform200 Bromodichloromethane60 Dibromochloromethane100 Combined chlorine60 Monochloramine3000 Table 2: WHO guideline values in μg/L.

CompoundsGuidelines (μg/L) Total Thihalomethane100 Nitrate50000 Nitrite500 Chlorite200 TOC2000 Table 2: Agence Regionale de santé, guideline values in μg/L. Code de la santé publique Limites et références de qualité des eaux destinées à la consommation humaine (Arrêté du 11/01/2007relatif aux limites et références de qualité des eaux brutes et des eaux destinées à la consommation humaine mentionnées aux articles R , R , R et R du code de la santé publique)

Start time (min) Quantifier Ions Detection Limit (μmol/L) Detection Limit (μg/L) TCM * BDCM * DBCM * DCAN * *10 -2 TCprop * *10 -2 Table 3: Detection limits and SIM parameters.