Empirical Modeling of Bromate Formation and Chemical Control Strategies at Multiple Water Reuse Facilities Using Ozone

As an increasing number of potable water reuse projects consider feasibility of implementing ozonation for achieving disinfection goals and removal of trace organic compounds, bromate formation presents a practical barrier. In this study, data received from five potable water reuse facilities showed...

Full description

Saved in:
Bibliographic Details
Published inOzone: science & engineering Vol. 45; no. 5; pp. 446 - 454
Main Authors Babcock, Nicholas, La Breche, Nathanael, Robinson, Keel, Pisarenko, Aleksey N.
Format Journal Article
LanguageEnglish
Published Abingdon Taylor & Francis 03.09.2023
Taylor & Francis Ltd
Subjects
Online AccessGet full text

Cover

Loading…
Abstract As an increasing number of potable water reuse projects consider feasibility of implementing ozonation for achieving disinfection goals and removal of trace organic compounds, bromate formation presents a practical barrier. In this study, data received from five potable water reuse facilities showed that ozone dissolution method such as fine bubble diffusion resulted in lower concentrations of bromate compared to side-stream addition. When using multipoint ozone dissolution some reduction in bromate formation was also observed. Data from these facilities displayed a positive correlation between ozone (as a function of O 3 :TOC ratio) and bromate formation (as molar ratio of bromide converted to bromate) with lower formation as monochloramine or hydrogen peroxide concentrations increase. This study provides an empirical model with four equations which can be used to estimate the bromate formation and the required monochloramine or hydrogen peroxide dose to achieve adequate bromate control, i.e. below MCL of 10 µg/L, if a desired O 3 :TOC ratio and initial bromide concentration are known. The empirical model estimates for monochloramine and hydrogen peroxide were found to be in good agreement with experimental data (R 2  = 0.96 and R 2  = 0.87, respectively) while within a set of boundary conditions expressed by range of concentrations of typical water quality parameters.
AbstractList As an increasing number of potable water reuse projects consider feasibility of implementing ozonation for achieving disinfection goals and removal of trace organic compounds, bromate formation presents a practical barrier. In this study, data received from five potable water reuse facilities showed that ozone dissolution method such as fine bubble diffusion resulted in lower concentrations of bromate compared to side-stream addition. When using multipoint ozone dissolution some reduction in bromate formation was also observed. Data from these facilities displayed a positive correlation between ozone (as a function of O3:TOC ratio) and bromate formation (as molar ratio of bromide converted to bromate) with lower formation as monochloramine or hydrogen peroxide concentrations increase. This study provides an empirical model with four equations which can be used to estimate the bromate formation and the required monochloramine or hydrogen peroxide dose to achieve adequate bromate control, i.e. below MCL of 10 µg/L, if a desired O3:TOC ratio and initial bromide concentration are known. The empirical model estimates for monochloramine and hydrogen peroxide were found to be in good agreement with experimental data (R2 = 0.96 and R2 = 0.87, respectively) while within a set of boundary conditions expressed by range of concentrations of typical water quality parameters.
As an increasing number of potable water reuse projects consider feasibility of implementing ozonation for achieving disinfection goals and removal of trace organic compounds, bromate formation presents a practical barrier. In this study, data received from five potable water reuse facilities showed that ozone dissolution method such as fine bubble diffusion resulted in lower concentrations of bromate compared to side-stream addition. When using multipoint ozone dissolution some reduction in bromate formation was also observed. Data from these facilities displayed a positive correlation between ozone (as a function of O 3 :TOC ratio) and bromate formation (as molar ratio of bromide converted to bromate) with lower formation as monochloramine or hydrogen peroxide concentrations increase. This study provides an empirical model with four equations which can be used to estimate the bromate formation and the required monochloramine or hydrogen peroxide dose to achieve adequate bromate control, i.e. below MCL of 10 µg/L, if a desired O 3 :TOC ratio and initial bromide concentration are known. The empirical model estimates for monochloramine and hydrogen peroxide were found to be in good agreement with experimental data (R 2  = 0.96 and R 2  = 0.87, respectively) while within a set of boundary conditions expressed by range of concentrations of typical water quality parameters.
Author Babcock, Nicholas
La Breche, Nathanael
Robinson, Keel
Pisarenko, Aleksey N.
Author_xml – sequence: 1
  givenname: Nicholas
  surname: Babcock
  fullname: Babcock, Nicholas
  email: nicholasb@trusselltech.com
  organization: Trussell Technologies
– sequence: 2
  givenname: Nathanael
  surname: La Breche
  fullname: La Breche, Nathanael
  organization: Trussell Technologies
– sequence: 3
  givenname: Keel
  surname: Robinson
  fullname: Robinson, Keel
  organization: Trussell Technologies
– sequence: 4
  givenname: Aleksey N.
  surname: Pisarenko
  fullname: Pisarenko, Aleksey N.
  organization: Trussell Technologies
BookMark eNp9kE1LAzEQhoNUsH78BCHgeWuym2STm1qsChVBLR5D3E00kiY1SZX6681avXqZgeGZd4ZnH4x88BqAY4wmGHF0irDAguJ6UqO6FMwwYWIHjDElbcUooSMwHphqgPbAfkpvqJAY8zH4uFyubLSdcvA29NpZ_wKDgRcxLFXWcBZi6TZ4qHwPp696-YNOg88xOPiQY6FerE5QZXi7dtmunIZPZRjhvV6nkqA662wekEUa0u--yveHYNcol_TRbz8Ai9nl4_S6mt9d3UzP51XXNDxXmmKMDFVUCMUM6ltCWIu5opwhUWvat1QzLlgjhDaYor55FqYAnNUdMgQ3B-Bkm7uK4X2tU5ZvYR19OSlrzlrCSUvqQtEt1cWQUtRGrqJdqriRGMlBsfxTLAfF8ldx2Tvb7llvBlGfIbpeZrVxIZqofGeTbP6P-AaDBYPq
CitedBy_id crossref_primary_10_1080_01919512_2024_2336973
crossref_primary_10_1080_01919512_2024_2279005
Cites_doi 10.1016/j.watres.2017.02.026
10.1016/S0043-1354(02)00458-X
10.1016/j.watres.2007.01.020
10.1021/es001502f
10.1021/acs.est.6b0114210.1021/acs.est.6b01142.s001
10.1016/j.watres.2004.01.028
10.1002/wer.1525
10.1016/j.watres.2022.118049
10.1080/01919512.2011.548200
10.1021/AC00090A020
10.5942/jawwa.2017.109.0048
ContentType Journal Article
Copyright 2022 International Ozone Association 2022
2022 International Ozone Association
Copyright_xml – notice: 2022 International Ozone Association 2022
– notice: 2022 International Ozone Association
DBID AAYXX
CITATION
7ST
8FD
C1K
FR3
H8D
KR7
L7M
SOI
DOI 10.1080/01919512.2022.2161469
DatabaseName CrossRef
Environment Abstracts
Technology Research Database
Environmental Sciences and Pollution Management
Engineering Research Database
Aerospace Database
Civil Engineering Abstracts
Advanced Technologies Database with Aerospace
Environment Abstracts
DatabaseTitle CrossRef
Aerospace Database
Civil Engineering Abstracts
Technology Research Database
Engineering Research Database
Environment Abstracts
Advanced Technologies Database with Aerospace
Environmental Sciences and Pollution Management
DatabaseTitleList Aerospace Database

DeliveryMethod fulltext_linktorsrc
Discipline Chemistry
Sciences (General)
EISSN 1547-6545
EndPage 454
ExternalDocumentID 10_1080_01919512_2022_2161469
2161469
Genre Research Article
GroupedDBID .7F
.QJ
0BK
0R~
29O
30N
4.4
5VS
AAAVI
AAENE
AAJMT
AALDU
AAMIU
AAPUL
AAQRR
ABCCY
ABDBF
ABFIM
ABHAV
ABJVF
ABLIJ
ABPEM
ABPTK
ABQHQ
ABTAI
ABXUL
ABXYU
ACGEJ
ACGFO
ACGFS
ACIWK
ACTIO
ADCVX
ADGTB
ADXPE
AEGYZ
AEISY
AEOZL
AEPSL
AEYOC
AFKVX
AFOLD
AFRAH
AFWLO
AGDLA
AGMYJ
AHDLD
AIAGR
AIJEM
AIRXU
AJWEG
AKBVH
AKOOK
ALMA_UNASSIGNED_HOLDINGS
ALQZU
AQRUH
AVBZW
AWYRJ
BLEHA
CCCUG
CE4
DKSSO
EAP
EBO
EBS
EDH
ESX
E~A
E~B
FUNRP
FVPDL
GTTXZ
HF~
HZ~
H~P
IPNFZ
J.P
KYCEM
LJTGL
M4Z
NA5
NX~
O9-
P2P
RIG
RNANH
ROSJB
RRB
RTWRZ
S-T
SNACF
TEN
TFL
TFT
TFW
TNC
TTHFI
TWF
UT5
UU3
V1K
ZGOLN
~S~
4P2
AAYXX
ABJNI
ABPAQ
CITATION
DGEBU
EBD
EMK
EPL
H13
I-F
ML-
TBQAZ
TH9
TUROJ
TUS
7ST
8FD
C1K
FR3
H8D
KR7
L7M
SOI
ID FETCH-LOGICAL-c338t-e5110f5a599a6f0d7446718a586092e5d75e6896399ef150d3b9f718862c0f413
ISSN 0191-9512
IngestDate Thu Oct 10 20:06:01 EDT 2024
Thu Sep 12 16:30:18 EDT 2024
Thu Oct 12 04:46:39 EDT 2023
IsPeerReviewed true
IsScholarly true
Issue 5
Language English
LinkModel OpenURL
MergedId FETCHMERGED-LOGICAL-c338t-e5110f5a599a6f0d7446718a586092e5d75e6896399ef150d3b9f718862c0f413
PQID 2867484742
PQPubID 2045234
PageCount 9
ParticipantIDs informaworld_taylorfrancis_310_1080_01919512_2022_2161469
crossref_primary_10_1080_01919512_2022_2161469
proquest_journals_2867484742
PublicationCentury 2000
PublicationDate 2023-09-03
PublicationDateYYYYMMDD 2023-09-03
PublicationDate_xml – month: 09
  year: 2023
  text: 2023-09-03
  day: 03
PublicationDecade 2020
PublicationPlace Abingdon
PublicationPlace_xml – name: Abingdon
PublicationTitle Ozone: science & engineering
PublicationYear 2023
Publisher Taylor & Francis
Taylor & Francis Ltd
Publisher_xml – name: Taylor & Francis
– name: Taylor & Francis Ltd
References e_1_3_4_12_1
e_1_3_4_13_1
e_1_3_4_10_1
e_1_3_4_11_1
e_1_3_4_16_1
e_1_3_4_14_1
e_1_3_4_15_1
e_1_3_4_8_1
e_1_3_4_7_1
e_1_3_4_6_1
Clesceri Lenore (e_1_3_4_4_1) 1998
e_1_3_4_5_1
References_xml – ident: e_1_3_4_13_1
  doi: 10.1016/j.watres.2017.02.026
– ident: e_1_3_4_14_1
  doi: 10.1016/S0043-1354(02)00458-X
– ident: e_1_3_4_16_1
  doi: 10.1016/j.watres.2007.01.020
– ident: e_1_3_4_11_1
  doi: 10.1021/es001502f
– ident: e_1_3_4_12_1
  doi: 10.1021/acs.est.6b0114210.1021/acs.est.6b01142.s001
– ident: e_1_3_4_7_1
  doi: 10.1016/j.watres.2004.01.028
– ident: e_1_3_4_5_1
  doi: 10.1002/wer.1525
– ident: e_1_3_4_10_1
  doi: 10.1016/j.watres.2022.118049
– ident: e_1_3_4_8_1
  doi: 10.1080/01919512.2011.548200
– volume-title: Standard Methods for the Examination of Water and Wastewater
  year: 1998
  ident: e_1_3_4_4_1
  contributor:
    fullname: Clesceri Lenore
– ident: e_1_3_4_6_1
  doi: 10.1021/AC00090A020
– ident: e_1_3_4_15_1
  doi: 10.5942/jawwa.2017.109.0048
SSID ssj0022118
Score 2.3820243
Snippet As an increasing number of potable water reuse projects consider feasibility of implementing ozonation for achieving disinfection goals and removal of trace...
SourceID proquest
crossref
informaworld
SourceType Aggregation Database
Publisher
StartPage 446
SubjectTerms Boundary conditions
Bromate
Chemical control
Disinfection
Dissolution
Drinking water
Empirical equations
Hydrogen peroxide
Monochloramine
Organic compounds
Ozonation
Ozone
Potable water reuse
Project feasibility
TOC ratio
Water quality
Water reuse
Title Empirical Modeling of Bromate Formation and Chemical Control Strategies at Multiple Water Reuse Facilities Using Ozone
URI https://www.tandfonline.com/doi/abs/10.1080/01919512.2022.2161469
https://www.proquest.com/docview/2867484742
Volume 45
hasFullText 1
inHoldings 1
isFullTextHit
isPrint
link http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwnV1Nb9NAEF2FcoALogVEoa32wAGEHDn2ru09oihRRVsXIUfktlrbu1LUklbY4dC_xp9j9st2lAoKFytxnLXleZ59M555i9A7KrIKpg4WZDC7BaRS8EjVSRSoVNA0ruKYCB0oXuTJ6YJ8XtLlaPRrULW0actxdXdvX8n_WBX2gV11l-w_WLYbFHbAZ7AvbMHCsH2QjWffb1dW4kMvaXbtCpghsgYaKj_OfV-ieUHQKQNMXXG616WVjW5ovPCFhd-Elk38KjcNjCAqXTqrD7GlBZd3N-ut2iGzQ2cVfHuQRpLsNQ77RGnpPS9gT8fTHZfPTfZeSJ1Qh2uXgKL-LVDfnHYmZVcM8mXV6B62K9-ic9WAZ8uHCYwoNhVacQe5YmctkUFBk0l5skkAPND6bOncNEmDhFohSu_H3bfV8E25ccrEJTnt_E6saPXO1OFqLeFs-mRjuFLYAB8mdimZbanu_JLPF-fnvJgti0focZQyqutJ4zDvon2IrDPbq28v37ePaWH3-06yRYy2ZHN3aILhPsVz9MwFLfiTReA-Gsn1AXoy9WsFHqB9N0U0-L3TMf_wAv3s4Ik9PPGNwg6euIMnBnhiD0_s4Il7eGLRYg9PbOCJDTxxD09s4IkNGl-ixXxWTE8Dt8xHAK4gawMJnD9UVFDGRKLCOgV7AWMSNEtCFklap1QmGdNUWiqIX-q4ZAoOgFi8ChWQsFdobw3Dv0Y4C5VISFmHIiwJLWmZAP9NIIIhk7pOlTpEY3-P-a1Vc-ETL5LrjMK1UbgzyiFiQ0vw1oBVWZzy-C__PfJm485pNDzK9Oo-JCXRmz___BY97R-WI7TX_tjIY-C_bXlicPYbt5er4w
link.rule.ids 315,786,790,27955,27956,60239,61028
linkProvider Taylor & Francis
linkToHtml http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwpV07T8MwED5BGWDhUUAUCnhggCElTWInGVFFVR4tEgLRzXISW0KIFtGUob-euyRGFIQYumSI4pPj131n3fcdwAlXUYquI3Yi9G5OkBrcUpnwHBMqHvqp7weKAsX-QPQeg-shH37jwlBaJcXQphSKKM5q2tx0GW1T4s4RlrQRGRCPysMHghYM8pZhRRBTk2gc7uAr6MIAJyop022H2lgWz19m5vzTnHrpr9O6cEHdDUht58vMk5fWNE9a6eyHruNif7cJ6xVCZRflktqCJT2qw2rHFoarw1Z1HkzYaSVafbYNH5evb8-F3Aij8mpEcmdjwzDKR0isWddyJBn2i1mVAtYpE-WZ1chFmypn_SrJkT3hy3d2r6cTtKBSSuOlT4o0B3Y3G4_0Djx2Lx86Paeq6eDgvEe5oxHguYYrHsdKGDcLMRxF96h4JNzY0zwLuRZRTLhJGwSrmZ_EBj_AwCt1DXrcXaiN0PwesMg1SgRJ5io3CXjCE4FgRyBcDdpZFhrTgJadSflWSnfItlVErcZY0hjLaowbEH-fb5kXdyamLHAi_X_aNu3ikNUpMJFeRKVcgjDw9hcwfQyrvYf-rby9GtwcwBrVuy-S3Pwm1PL3qT5EVJQnR8Wy_wQzKvzt
linkToPdf http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwpV3JTsMwEB2xSMCFHbEU8IEDHFKy2UmOqDQqW0GICm6Wk9gSQrQVSTnw9YwTG7EIceCSQ2SPHG_zJnrzBuCAijhH15E4MXo3J8wVHqmC-Y6KBI2CPAhCoQPFqz7rDcLzB2rZhKWhVeoYWjVCEfVdrQ_3uFCWEXeMqMRDYKDTqHx8IGbBGG8aZpl2ljqLw-1_xFwY38RNxrTn6D42iec3M1_c0xfx0h-Xde2B0iXI7Ngb4slTe1Jl7fztm6zjvz5uGRYNPiUnzYZagSk5XIX5ji0Ltwor5jYoyaGRrD5ag9fu8_ixFhshuriaTnEnI0UwxkdALElqMyQJDotYjQLSaWjyxCrkok1RkStDcST3-PKF3MpJiRZErkm8uklNciDXb6OhXIdB2r3r9BxT0cHBVY8rRyK8cxUVNEkEU24RYTCKzlHQmLmJL2kRUcniRKMmqRCqFkGWKGyAYVfuKvS3GzAzRPObQGJXCRZmhSvcLKQZzRhCHYZgNfSKIlJqC9p2Ifm4Ee7gntVDNXPM9RxzM8dbkHxebl7Vf0xUU96EB3_0bdm9wc0dUHI_1oVcwij0t_9heh_mbk5TfnnWv9iBBV3svma4BS2YqV4mchchUZXt1Zv-HSeO-5o
openUrl ctx_ver=Z39.88-2004&ctx_enc=info%3Aofi%2Fenc%3AUTF-8&rfr_id=info%3Asid%2Fsummon.serialssolutions.com&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Ajournal&rft.genre=article&rft.atitle=Empirical+Modeling+of+Bromate+Formation+and+Chemical+Control+Strategies+at+Multiple+Water+Reuse+Facilities+Using+Ozone&rft.jtitle=Ozone%3A+science+%26+engineering&rft.au=Babcock%2C+Nicholas&rft.au=Nathanael+La+Breche&rft.au=Robinson%2C+Keel&rft.au=Pisarenko%2C+Aleksey+N&rft.date=2023-09-03&rft.pub=Taylor+%26+Francis+Ltd&rft.issn=0191-9512&rft.eissn=1547-6545&rft.volume=45&rft.issue=5&rft.spage=446&rft.epage=454&rft_id=info:doi/10.1080%2F01919512.2022.2161469&rft.externalDBID=NO_FULL_TEXT
thumbnail_l http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/lc.gif&issn=0191-9512&client=summon
thumbnail_m http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/mc.gif&issn=0191-9512&client=summon
thumbnail_s http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/sc.gif&issn=0191-9512&client=summon