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Document ID ca-gcdwqgtd-2018-08-24-2 Title Guidelines for Canadian Drinking Water Quality: Guideline Technical Document - Bromate URL https://www.canada.ca/en/health-canada/services/publications/healthy-living/guidelines-canadian-drinking-water-quality-guideline-technical-document-bromate/guidance-document.html Jurisdiction /ca Subdomain(s) Drinking water, Water treatment, Monitoring and analysis Language en Status completed Analyzed at 2026-03-17 16:49:53.503341+00:00 Relevance Provides drinking water quality standards, monitoring, and treatment for bromate.

Q Qualitative Requirements (64)

Req ID Category Intent Legal Status Name Subdomain(s) Context Conditions Confidence
#Q001treatmenthealthmandatoryDisinfection Effectivenessdrinking waterEfforts to limit the concentration and/or formation of bromate must not compromise the effectiveness of disinfection.high
#Q002administrativeoperationalrecommendedPurchase Certified Hypochlorite Solutionsdrinking waterPurchase hypochlorite solutions that are certified as meeting NSF International (NSF) /American National Standards Institute (ANSI) Standard 60 for the maximum use level (MUL) of 10 mg Cl2/L and that have minimum handling and storage time between product manufacturing and delivery dates.For facilities using hypochlorite solutionshigh
#Q003operationaloperationalrecommendedUse Certified Low-Bromide Saltdrinking waterFor water utilities using on-site systems for the generation of hypochlorite, use a low-bromide salt that is certified as meeting NSF/ANSI Standard 60.For water utilities using on-site systems for the generation of hypochloritehigh
#Q004operationaloperationalrecommendedHypochlorite Handling and Storagedrinking waterFollow the handling and storage recommendations outlined in Appendix B.For facilities using hypochlorite solutionshigh
#Q005administrativeoperationalrecommendedQuality Control Program for Solutionsdrinking waterEstablish a quality control program to verify product quality and manage solution storage.For facilities using hypochlorite solutionshigh
#Q006administrativehealthrecommendedImplementation of Risk Management Approachdrinking waterAll water utilities should implement a risk management approach such as the source-to-tap multi-barrier approach or water safety plan approach.high
#Q007operationaloperationalmandatoryOperator Training Requirementdrinking waterOperator training is also required to ensure the effectiveness of the water safety plan at all times.high
#Q008monitoringreportingrecommendedFocus on Ozonation and Hypochlorite Sourcesdrinking waterSince ozonation of bromide-containing waters and the use of hypochlorite solutions are currently considered the primary sources of bromate in drinking water, monitoring should focus on these processes.high
#Q009monitoringoperationalrecommendedSource Water Characterization for Ozonationdrinking waterWater utilities using ozone should characterize their source water to assess water quality parameters (i.e., bromide, temperature, pH, alkalinity, natural organic matter, ammonia) as well as how these change on a seasonal basis.For utilities using ozonehigh
#Q010monitoringreportingrecommendedQuarterly Raw Water Bromide Monitoringdrinking waterQuarterly monitoring of raw water bromide is recommended to characterize the source water and allow correlation to bromate (and brominated disinfection by-products).high
#Q011monitoringoperationalmandatoryProcess Control Monitoring for Ozone Facilitiesdrinking waterTherefore, for facilities using ozone, parameters such as ozone, alkalinity, temperature and pH require more frequent process control monitoring.For facilities using ozonehigh
#Q012monitoringoperationalmandatoryProcess Monitoring for Hypochlorite Facilitiesdrinking waterFor facilities using hypochlorite solutions, process monitoring is also required to ensure water is adequately disinfected and disinfection by-product formation is minimized.For facilities using hypochlorite solutionshigh
#Q013administrativeoperationalmandatoryHypochlorite Solution Purchasing and Handling Proceduresdrinking waterProcedures regarding the purchasing, handling and storage of hypochlorite solutions are also required to minimize the bromate concentration in the treated water.For facilities using hypochlorite solutionshigh
#Q014monitoringreportingrecommendedQuarterly Compliance Monitoringdrinking waterAt a minimum, quarterly monitoring of treated water from surface water and groundwater sources is recommended at facilities using ozone or hypochlorite solutions to verify that the MAC is being achieved.At facilities using ozone or hypochlorite solutionshigh
#Q015monitoringreportingrecommendedSampling for Re-chlorination Stationsdrinking waterIn systems with re-chlorination stations using hypochlorite solutions, quarterly samples should also be collected where re-chlorinated water enters the distribution system.Systems with re-chlorination stations using hypochlorite solutionshigh
#Q016monitoringreportingrecommendedSampling Frequency for Hypochlorite Solutionsdrinking waterFor facilities using hypochlorite solutions, the sampling frequency should be representative of the "worst-case" scenario.For facilities using hypochlorite solutionshigh
#Q017monitoringreportingrecommendedSample Collection Protocoldrinking waterSamples should be collected in precleaned opaque plastic or amber glass bottles containing the appropriate quenching agent for the analytical method.high
#Q018monitoringreportingrecommendedSample Pretreatment for Chloride Interferencedrinking waterSample pretreatment methods should remove high concentrations of chloride, which may interfere with bromate measurement.high
#Q019administrativereportingrecommendedDiscuss Sampling Requirements with Accredited Laboratorydrinking waterWater utilities should discuss sampling requirements with the accredited laboratory conducting the analysis to ensure that quality control procedures are met and that MDLs/MRLs are low enough to ensure accurate monitoring at concentrations below the MAC.high
#Q020administrativereportingrecommendedEstablish Analytical Performance Measuresdrinking waterWater utilities should establish performance measures when specifying which analytical method to use (i.e., sample volume, sampling requirements, sample preservation and storage, MDL).high
#Q021treatmenthealthrecommendedDisinfection and Maintenance of Disinfectant Residualdrinking waterIn general, all water supplies should be disinfected, and an adequate concentration of disinfectant residual should be maintained throughout the distribution system at all times.high
#Q022operationaloperationalrecommendedUnderstanding Source Water Characteristics and Seasonalitydrinking waterWater utilities should have a good understanding of the sources and concentration of bromide in their source waters and the seasonal variability of water quality parameters that may affect the formation of bromate or other DBPs as described in Section 7.3.high
#Q023operationalhealthmandatoryEnsure Disinfection Not Compromiseddrinking waterProcess optimization to reduce the formation of DBPs, including bromate, must not compromise the effectiveness of disinfection.During process optimizationhigh
#Q024administrativehealthrecommendedPurchase NSF/ANSI Standard 60 Certified Hypochloritedrinking waterTo minimize the amount of bromate added to treated water, utilities should purchase hypochlorite treatment chemicals that are certified as meeting NSF/ANSI Standard 60 for the MUL of 10 mg Cl2/L (NSF/ANSI, 2016) and have minimum handling and storage time between product manufacturing and product delivery.high
#Q025administrativeoperationalrecommendedQuality Control Program Verificationdrinking waterIt is recommended that water utilities establish a quality control program to verify product quality and manage solution storage.high
#Q026monitoringoperationalrecommendedIdentify Natural and Anthropogenic Sources of Bromidedrinking waterWater utilities should identify natural and anthropogenic sources of bromide by adequately characterizing their source water.high
#Q027administrativereportingrecommendedEnsure MRL is Low Enoughdrinking waterWater utilities should ensure that the MRL is low enough for their purposes when specifying which analytical method to usehigh
#Q028operationaloperationalrecommendedOptimize O3 Dose for Seasonal Changesdrinking waterWater utilities should be aware of seasonal changes to optimize the applied O3 dose at all times while minimizing the formation of bromate and other DBPs.For utilities using ozonehigh
#Q029monitoringoperationalrecommendedMonitor Water Quality, O3 and Energy Consumptiondrinking waterWater quality, O3 consumption and energy consumption should be monitored to ensure that treatment objectives are met.For utilities using ozonehigh
#Q030operationaloperationalrecommendedAdjust Water Quality Goals for Seasonal Temperature Changesdrinking waterAs water utilities cannot adjust the temperature during water treatment, they should be aware of seasonal changes and how their process responds for bromate and other DBP formation, so that they can adjust their water quality goals accordinglyhigh
#Q031treatmenttreatmentguidanceH2O2 Addition Advisorydrinking waterIf treatment objectives include both advanced oxidation and disinfection, H2O2 addition is not recommendedIf treatment objectives include both advanced oxidation and disinfectionhigh
#Q032designoperationalrecommendedBench- or Pilot-Scale Testing Prior to Ozonationdrinking waterBench- or pilot-scale testing is recommended prior to selecting ozonation to ensure it is the most appropriate solution with respect to water quality characteristics, treatment objectives and bromate formation.high
#Q033operationalhealthrecommendedHousehold Precautions for Hypochlorite Solutionsdrinking waterThe precautions outlined in Section 7.2.2 should be followed when individual households use hypochlorite solutions as the source of chlorine to disinfect their water.For individual households using hypochlorite solutions as the source of chlorine to disinfect their waterhigh
#Q034designhealthrecommendedUse Certified Residential Treatment Devicesdrinking water...it strongly recommends that consumers use devices that have been certified by an accredited certification body as meeting the appropriate NSF/ANSI drinking water treatment unit standards.For residential scale treatmenthigh
#Q035designoperationalrecommendedPoint-of-Use Installation for Residential Devicesdrinking waterTherefore, these devices should be installed only at the point of use.For reverse osmosis and distillation deviceshigh
#Q036monitoringreportingrecommendedPeriodic Testing for Residential Devicesdrinking waterPeriodic testing by an accredited laboratory should be conducted on both the water entering the treatment device and the finished water to verify that the treatment device is effective.For residential scale treatment deviceshigh
#Q037operationaloperationalrecommendedVerify Longevity and Maintain Residential Componentsdrinking waterConsumers should verify the expected longevity of the components in their treatment device according to the manufacturer's recommendations and service it when required.For residential scale treatment deviceshigh
#Q038operationaloperationalrecommendedDilute Hypochlorite Solutionsdrinking waterDilute stored hypochlorite solutions upon deliveryFor handling and storage of hypochlorite solutionshigh
#Q039operationaloperationalrecommendedStore Hypochlorite at Lower Temperaturesdrinking waterStore the hypochlorite solutions at lower temperaturesFor handling and storage of hypochlorite solutionshigh
#Q040operationaloperationalrecommendedControl pH of Hypochlorite Solutionsdrinking waterControl the pH of stored hypochlorite solutions at pH 11−13 even after dilutionFor handling and storage of hypochlorite solutionshigh
#Q041administrativeoperationalrecommendedControl Transition Metal Ions in Hypochloritedrinking waterControl the removal of transition metal ions by purchasing filtered hypochlorite solutions and by using low-metal ion concentration feed water for the OSG systems and dilution waterFor handling and storage of hypochlorite solutionshigh
#Q042operationaloperationalrecommendedUse Fresh Hypochlorite Solutionsdrinking waterUse fresh hypochlorite solutions when possibleFor handling and storage of hypochlorite solutionshigh
#Q043operationaloperationalrecommendedUse Low-Bromide Salt for OSG Hypochloritedrinking waterFor utilities using OSG hypochlorite, use a low-bromide salt to minimize the amount of bromide present in the brineFor utilities using OSG hypochloritehigh
#Q044monitoringreportingrecommendedBromate Analytical Reporting Limitdrinking waterThe analytical method used to measure bromate concentrations should have a reporting limit of 0.005 mg/L (5 µg/L) or less.For facilities using ozonehigh
#Q045monitoringoperationalguidelineMonitor Brine Water Bromidedrinking waterFor facilities generating hypochlorite on-site, it important to know the bromide concentration in the water used for the brine as this affects the amount of bromate that can be generated in the hypochlorite solution and subsequently added to the treated water.For facilities generating hypochlorite on-sitehigh
#Q046monitoringoperationalguidelineVerify Available Chlorine in Hypochloritedrinking waterIt is also important to verify the available chlorine in hypochlorite solutions as this concentration affects the chlorine dose required to achieve disinfection targets and, by association, the bromate concentration in the treated water.For facilities using hypochlorite solutionshigh
#Q047operationaloperationalrecommendedAdjust Treatment Goals for Water Quality Changesdrinking waterAs such, water utilities should be aware of how their process responds to water quality changes and adjust their treatment goals accordingly to optimize their process and minimize bromate formation.high
#Q048administrativeoperationalguidelineMaximum Anticipated Dose Consideration in Purchasingdrinking waterThus, it is important that water utilities consider the maximum anticipated dose at their facilities when purchasing hypochlorite solutions to ensure that the product MUL can achieve this anticipated maximum dose (ANSI/AWWA, 2010).When purchasing hypochlorite solutionshigh
#Q049administrativeoperationalrecommendedJurisdictional Guidancedrinking waterSpecific guidance related to the implementation of drinking water guidelines should be obtained from the appropriate drinking water authority in the affected jurisdiction.high
#Q050operationaloperationalmandatoryConsider Treatment Trade-offsdrinking waterWater utilities must consider the trade-offs when implementing these control strategies [pH depression, ammonia or chlorine-ammonia addition], as outlined in Sections 7.3.4 and 7.3.7.When implementing bromate control strategieshigh
#Q051operationaloperationalmandatoryConsider Water Quality for Ammonia Additiondrinking waterAs increased pH affects disinfection targets, water utilities must consider water quality characteristics when implementing ammonia addition as a control strategy.When implementing ammonia addition for bromate controlhigh
#Q052operationaloperationalrecommendedStore Hypochlorite Out of Sunlightdrinking waterTo minimize temperature increases, the product should be stored out of direct sunlight.Storage of hypochlorite solutionshigh
#Q053operationaloperationalrecommendedHypochlorite Stock Rotationdrinking waterRotate stock and minimize the quantity of aged product in storage tanks prior to the delivery of new product.Storage of hypochlorite solutionshigh
#Q054monitoringoperationalrecommendedRainwater and Snowmelt Bromide Testingdrinking waterWater sources that are highly dependent on rainwater or snowmelt should also be tested to determine the bromide concentration in raw water, particularly if drinking water is disinfected using ozonation or chlorination, because of the potential to form bromate or chlorination DBPs, respectively.Water sources highly dependent on rainwater or snowmelthigh
#Q055operationaloperationalrecommendedOSG Hypochlorite Storage Durationdrinking waterGiven the typical pH range of on-site generation (OSG) hypochlorite (pH 9−10), such solutions should be used as soon as possible after manufacture and should not be stored for more than 1−2 days.For utilities using on-site generated (OSG) hypochloritehigh
#Q056administrativeoperationalrecommendedManufacturer pH Specification Verificationdrinking waterutilities should continue to insist that manufacturer specifications include pH control in the range of 11−13.When purchasing hypochlorite solutionshigh
#Q057designhealthrecommendedResidential Treatment Standardsdrinking waterit is recommended that drinking water treatment devices certified as meeting NSF/ANSI Standard 58 (Reverse Osmosis Drinking Water Treatment Systems), NSF/ANSI Standard 62 (Drinking Water Distillation Systems) or NSF/ANSI Standard 53 (Drinking Water Treatment Units – Health Effects) be used.For residential scale treatmenthigh
#Q058operationaloperationalrecommendedOptimize System Operation for Ozone Dosedrinking waterThe goal for optimized system operation should be to meet treatment objectives with the lowest possible ozone dose.For facilities using ozonehigh
#Q059operationaloperationalguidanceDetermine Ozone Demand and Decaydrinking waterDetermining the O3 demand and decay beforehand will help optimize the process.Prior to ozonation treatmenthigh
#Q060operationalhealthrecommendedConsider Nitrogen-Containing DBP Formationdrinking waterThe potential to form nitrogen-containing disinfection by-products should nonetheless be considered (Westerhoff, 2014).When considering ammonia addition for bromate controlhigh
#Q061administrativeoperationalmandatoryWater Safety Plan Validation Protocolsdrinking waterCompliance monitoring is determined and other protocols to validate the water safety plan are implemented (e.g., record keeping, consumer satisfaction).As part of the risk management or water safety plan approachhigh
#Q062designoperationalrecommendedOzone Design Dose Determinationdrinking waterthe O3 design dose should be determined relative to treatment objectives (e.g., disinfection, taste and odour control, colour removal, etc.) and seasonal source water characteristics.When designing or installing ozone treatment systemshigh
#Q063designoperationalrecommendedOzone Dosing Location Establishmentdrinking waterThe location where O3 will be dosed (pre-ozonation or intermediate ozonation) should also be established as it relates to treatment objectives.When designing or installing ozone treatment systemshigh
#Q064operationaloperationalrecommendedCorrective Action and Incident Response Protocolsdrinking waterOperational monitoring is then established and operational/management protocols, including corrective actions and incident responses, are instituted.As part of implementing a risk management or water safety plan approachhigh

P Quantitative Requirements (24)

Req ID Category Intent Legal Status Name Subdomain(s) Limit Type Limit Value Context Conditions Confidence
#P001chemicalhealthmandatoryBromatedrinking waterMAC<= 0.01 mg/LA maximum acceptable concentration (MAC) of 0.01 mg/L (10 µg/L) is established for bromate in drinking water, based on a locational running annual average of a minimum of quarterly samples.based on a locational running annual average of a minimum of quarterly sampleshigh
#P002chemicalhealthmandatoryBromatedrinking waterMAC<= 10 µg/LA maximum acceptable concentration (MAC) of 0.01 mg/L (10 µg/L) is established for bromate in drinking waterbased on a locational running annual average of a minimum of quarterly sampleshigh
#P003operationaltreatmentrecommendedChlorine (maximum use level)drinking waterrequirement<= 10 mg Cl2/LPurchase hypochlorite solutions that are certified as meeting NSF International (NSF) /American National Standards Institute (ANSI) Standard 60 for the maximum use level (MUL) of 10 mg Cl2/Lhigh
#P004chemicalreportingrecommendedBromatedrinking waterrequirement<= 0.005 mg/LThe analytical method used to measure bromate concentrations should have a reporting limit of 0.005 mg/L (5 µg/L) or less.high
#P005chemicalreportingrecommendedBromate (reporting limit)drinking waterrequirement<= 5 µg/LThe analytical method used to measure bromate concentrations should have a reporting limit of 0.005 mg/L (5 µg/L) or less.high
#P006chemicalhealthmandatoryBromate (single product allowable concentration)drinking waterrequirement<= 0.0033 mg/LBased on the limited number of bromate sources (i.e., ozonation of bromide-containing waters, use of hypochlorite solutions and a third unspecified source), the SPAC for bromate is 0.0033 mg/LApplies to treatment chemicals under NSF/ANSI Standard 60high
#P007operationaltreatmentmandatoryChlorine (maximum use level)drinking waterrequirement>= 2 mg Cl2/Lthe total concentration of bromate must not exceed 0.0033 mg/L and the MUL must not be less than 2 mg Cl2/LFor lower maximum feed concentrations of chlorine generated on-sitehigh
#P008chemicaloperationalmandatoryBromidedrinking waterrequirement<= 59 mg/kgNSF/ANSI Standard 60 specifies that bromide should not exceed 59 mg/kg in NaCl at a chlorine maximum feed concentration of 10 mg/L provided there is no bromide in the water used for brine.Bromide in water used for brine = 0.0 mg/Lhigh
#P009chemicaloperationalmandatoryMaximum allowable bromide in saltdrinking waterrequirement<= 52 ppmTable 5. Bromate concentration in treated water as a function of bromide concentration in salt used for on-site generation of hypochlorite solutionsBromide in water used for brine = 0.05 mg/Lhigh
#P010chemicaloperationalmandatoryMaximum allowable bromide in saltdrinking waterrequirement<= 36 ppmIf there is 0.5 mg/L of bromide in the water used for brine, the maximum amount of bromide permitted in the salt drops to 36 mg/kgBromide in water used for brine = 0.5 mg/Lhigh
#P011chemicaloperationalmandatoryMaximum allowable bromide in saltdrinking waterrequirement<= 18 ppmTable 5. Bromate concentration in treated water as a function of bromide concentration in salt used for on-site generation of hypochlorite solutionsBromide in water used for brine = 1.0 mg/Lhigh
#P012chemicalreportingrecommendedBromide (method detection limit)drinking waterrequirement<= 0.01 mg/LIt is recommended that the MDL for bromide be 0.01 mg/L (10 µg/L) or lesshigh
#P013chemicaloperationalguidelineBromate (Practical Quantitation Level)drinking waterrequirement10 µg/LIn the second six-year review of existing National Primary Drinking Water Regulations, the U.S. EPA maintained the practical quantitation level (PQL) for bromate at 10 µg/L.high
#P014designtreatmentguidanceOzone/DOC dose ratiodrinking waterOG0.5 - 1.0 mg O3/mg DOCTypical O3/DOC dose ratios reported in the literature generally range from 0.5 to 1.0 mg O3/mg DOC.high
#P015operationaltreatmentguidanceTypical Ozone Dosedrinking waterOG0.1 - 5 mg/LWesterhoff et al. (2005) reported that O3 doses and concentrations relevant to the drinking water industry typically range from 0.1 to 5 mg/L.high
#P016operationaltreatmentrecommendedDissolved Oxygen (DO)drinking waterrequirement< 2 mg/LKirisits et al. (2001) found that biologically active carbon (BAC) could reduce an influent bromate concentration of 20 µg/L by up to 40%, but the dissolved oxygen (DO) concentration had to be less than 2 mg/L to support bromate-reducing biomass.To support bromate-reducing biomass in BAC filtershigh
#P017chemicalhealthguidanceBromate (HBV, Non-cancer)drinking waterrequirement0.04 mg/LTherefore, a HBV of 0.04 mg/L (40 µg/L) for non-cancer effects resulting from exposure to bromate in drinking water is calculated with the default approach.Based on urothelial hyperplasia in ratshigh
#P018chemicalhealthguidanceBromate (HBV, Cancer)drinking waterrequirement0.004 mg/Lthe HBV for bromate in drinking water is determined to be 0.004 mg/L (4 µg/L), based on an excess lifetime cancer risk of 10-5.Associated with an excess lifetime cancer risk of 1 in 100,000high
#P019operationaltreatmentrecommendedHypochlorite Solution Storage pHdrinking waterOG11 - 13 pHControl the pH of stored hypochlorite solutions at pH 11−13 even after dilution.Applies to stored sodium hypochlorite solutions to balance decomposition and perchlorate formation.high
#P020operationaloperationalrecommendedHypochlorite Sampling Point (Solution Depletion)drinking waterrequirement80 %Sampling when approximately 80% of the solution is used will provide a close estimate of the maximum amount of bromate being added to the treated water.For facilities using hypochlorite solutions to capture 'worst-case' exposure in the sampling plan.high
#P021operationalreportingrecommendedMonitoring Frequency (Treated Water)drinking waterrequirement>= 4 samples/yearAt a minimum, quarterly monitoring of treated water from surface water and groundwater sources is recommended at facilities using ozone or hypochlorite solutions to verify that the MAC is being achieved.Applies to facilities using ozone or hypochlorite solutionshigh
#P022operationalreportingrecommendedMonitoring Frequency (Raw Water Bromide)drinking waterrequirement>= 4 samples/yearQuarterly monitoring of raw water bromide is recommended to characterize the source water and allow correlation to bromate.Frequency may be reduced if monitoring for bromate does not show elevated concentrations after source characterization.high
#P023chemicalhealthguidanceEssentially Negligible Cancer Risk Rangedrinking waterrequirement10^-5 - 10^-6 excess cancer riskHealth Canada has defined 'essentially negligible' as a range from one new cancer above background levels per 100 000 people to one new cancer above background levels per 1 million people (i.e., 10-5–10-6).high
#P024operationaloperationalrecommendedOSG Hypochlorite Storage Durationdrinking waterOG<= 2 daysGiven the typical pH range of on-site generation (OSG) hypochlorite (pH 9−10), such solutions should be used as soon as possible after manufacture and should not be stored for more than 1−2 days.Applies to on-site generation (OSG) hypochlorite due to lower pH range.high

D Definitions (99)

Req ID Category Name Context Confidence
#D001essentially negligiblea range from one new cancer above background levels per 100 000 people to one new cancer above background levels per 1 million people (i.e., 10-5–10-6)high
#D0028-OHdG8-hydroxydeoxyguanosinehigh
#D0038-oxodG8-oxodeoxyguanosinehigh
#D004AFallocation factorhigh
#D005ANSIAmerican National Standards Institutehigh
#D006AUCarea under the plasma concentration–time curvehigh
#D007AUCddaily area under the plasma concentration–time curvehigh
#D008AWWAAmerican Water Works Associationhigh
#D009BACbiologically active carbonhigh
#D010BATbest available technologyhigh
#D011BBNabarbital sodiumhigh
#D012BMDbenchmark dosehigh
#D013BMD10benchmark dose for a 10% responsehigh
#D014BMDL10lower 95% confidence limit on the benchmark dose for a 10% responsehigh
#D015BMDSBenchmark Dose Softwarehigh
#D016BrdUbromodeoxyuridinehigh
#D017BVbed volumehigh
#D018bwbody weighthigh
#D019BWbody weighthigh
#D020CASChemical Abstracts Servicehigh
#D021Cavgaverage plasma concentrationhigh
#D022CFIACanadian Food Inspection Agencyhigh
#D023DBPdisinfection by-producthigh
#D024DNAdeoxyribonucleic acidhigh
#D025DOdissolved oxygenhigh
#D026DOCdissolved organic carbonhigh
#D027dUTP2′-deoxyuridine 5′-triphosphatehigh
#D028EBCTempty bed contact timehigh
#D029EDelectrodialysishigh
#D030EDRelectrodialysis reversalhigh
#D031EHENN-ethyl-N-hydroxyethylnitrosaminehigh
#D032GACgranular activated carbonhigh
#D033GSHglutathionehigh
#D034HAAhaloacetic acidhigh
#D035HBVhealth-based valuehigh
#D036IARCInternational Agency for Research on Cancerhigh
#D037ILSIInternational Life Sciences Institutehigh
#D038IPCSInternational Programme on Chemical Safetyhigh
#D039LD50median lethal dosehigh
#D040LOAELlowest-observed-adverse-effect levelhigh
#D041MACmaximum acceptable concentrationhigh
#D042MDLmethod detection limithigh
#D043MOAmode of actionhigh
#D044MRLminimum reporting levelhigh
#D045MULmaximum use levelhigh
#D046NOAELno-observed-adverse-effect levelhigh
#D047NOELno-observed-effect levelhigh
#D048NOMnatural organic matterhigh
#D049NSFNSF Internationalhigh
#D050NTPNational Toxicology Program (United States)high
#D051PACpowdered activated carbonhigh
#D052PBPKphysiologically based pharmacokinetichigh
#D053PCRpost-column reagenthigh
#D054pKaacid dissociation constanthigh
#D055ppbparts per billionhigh
#D056ppmparts per millionhigh
#D057PQLpractical quantitation levelhigh
#D058ROreverse osmosishigh
#D059SCCStandards Council of Canadahigh
#D060SPACsingle product allowable concentrationhigh
#D061SUVAspecific UV254 absorbancehigh
#D062TBARSthiobarbituric acid–reactive substanceshigh
#D063TDItolerable daily intakehigh
#D064TDStotal dissolved solidshigh
#D065THMtrihalomethanehigh
#D066TOCtotal organic carbonhigh
#D067TSHthyroid stimulating hormonehigh
#D068TUNELterminal deoxynucleotidyl transferase dUTP nick end labellinghigh
#D069UFuncertainty factorhigh
#D070ULUnderwriters Laboratorieshigh
#D071EPAEnvironmental Protection Agency (United States)high
#D072UVultraviolethigh
#D073UV254ultraviolet absorbance at a wavelength of 254 nmhigh
#D074UV/VISultraviolet/visiblehigh
#D075MACmaximum acceptable concentrationhigh
#D076reactive brominethe acid/base pair hypobromous acid (HOBr) and hypobromite ion (OBr−)high
#D077AOPadvanced oxidation processhigh
#D078Cmaxpeak plasma concentrationshigh
#D079T3triiodothyroninehigh
#D080T4thyroxinehigh
#D081MDLthe minimum concentration that can be identified, measured and reported with 99% confidence that the analyte concentration is greater than zerohigh
#D082MRLthe minimum concentration that laboratories feel confident reporting to data usershigh
#D083SPACthe maximum concentration that can be contributed to drinking water when hypochlorite is dosed at its MUL, typically based on dosing up to 10 mg Cl2/Lhigh
#D084NOMa term used to describe the complex composition of organic material present in source watershigh
#D085OSGon-site generationhigh
#D086H2O2/UVHydrogen peroxide with ultraviolet disinfectionhigh
#D087bromate ionBrO3–; Chemical Abstracts Service [CAS] Registry No. 15541-45-4) that has a molecular mass of 127.9 Dahigh
#D088ototoxicityirreversible hearing losshigh
#D089CPlavgaverage plasma concentrationhigh
#D090HOBrhypobromous acidhigh
#D091OBr−hypobromite ionhigh
#D092OH•hydroxyl radicalshigh
#D093O3ozonehigh
#D094H2O2hydrogen peroxidehigh
#D095HCO3−bicarbonatehigh
#D096CO32−carbonatehigh
#D097O2−superoxidehigh
#D098CO3•−carbonate radicalhigh
#D099Potassium bromatea colourless and odourless crystal that is soluble in water and dissociates into the bromate ion and metal. It has a molecular mass of 167.0 Da, a water solubility of 75 g/L at 25°C and negligible vapour pressure and Henry’s law constanthigh