Aguato

    Chlorine

    group 17 · period 3 · p-block · diatomic nonmetal

    full Chlorine gas barely survives contact with water. It hydrolyses at once to hypochlorous acid and chloride, and hypochlorous acid, not chlorine, is the disinfectant the world runs on and the most used oxidant in water treatment. It is a weak acid, so how much of it stays in the acid form depends on pH: below pH 6.5 the acid dominates and its dissociation is negligible, above pH 8.5 most of it has surrendered its proton to become hypochlorite, and the undissociated acid is 70 to 80 times the better germicide against bacteria, which is why chlorination weakens as a water turns alkaline. Whatever chlorine oxidises it pays for by becoming chloride, the stable end of all chlorine chemistry in water and the major anion of every water, conservative and untouched by any treatment short of desalination. The difficulty is what else the oxidation leaves behind: chlorine meeting natural organic matter builds trihalomethanes and haloacetic acids, and hypochlorite standing too long in its tank decomposes towards chlorate by way of chlorite, so all four are regulated. The residual is regulated as well, by a WHO guideline value for free chlorine and by the US maximum residual disinfectant levels, which are ceilings on a substance the works is dosing on purpose.

    Typical wastewaters

    • chlorinated municipal wastewater effluent
      free and combined chlorine residual (HOCl, OCl⁻, chloramines) after a 5 to 20 mg/L disinfection dose, removed by sulfite before discharge
    • power plant once-through cooling water and cooling tower blowdown
      free available chlorine from intermittent biofouling control, 0.5 mg/L maximum and 0.2 mg/L average, discharged for no more than two hours a day
    • municipal sewage, industrial effluent and road de-icing runoff
      chloride Cl⁻, the stable end state, conservative
    • pulp bleaching
      chlorate ClO₃⁻
    • rocket fuel, fireworks and flare manufacture and use
      perchlorate ClO₄⁻, not removed by conventional treatment
    • textile dyeing and finishing and leather tanning
      total chlorine measured during sampling and reported, no limit value

    1 · Identity

    Symbol, number
    Cl, 17
    Oxidation states in water
    -1 chloride (Cl⁻, the stable end state of all chlorine chemistry in water); 0 molecular chlorine, present only below about pH 4 in dilute solution; +1 hypochlorous acid, hypochlorite and the inorganic chloramines (free and combined chlorine); +3 chlorite; +4 chlorine dioxide; +5 chlorate; +7 perchlorate.
    Note
    Free chlorine means HOCl plus OCl⁻; combined chlorine means the chloramines NH₂Cl, NHCl₂ and NCl₃ and organic chloramines; total chlorine is their sum. The element chapter already carries the hydrolysis and bleach equations; this chapter extends them to the treatment plant.

    2 · Occurrence in water

    Natural sources
    Chloride from halite and other evaporites, seawater (19,400 mg/L), saline intrusion and rain; no oxidised chlorine occurs naturally except perchlorate, which forms in the atmosphere and is deposited in rain and in arid soils and nitrate deposits 1.
    Anthropogenic sources
    Free chlorine from disinfection of drinking water, wastewater, swimming pools and cooling water; chloride from sewage, industrial effluent and de-icing salt 2; chlorate and perchlorate carried into water by aged hypochlorite and by chlorine dioxide generation; chlorate from pulp bleaching and herbicide use; perchlorate from rocket fuel, fireworks and flares 2; trihalomethanes and haloacetic acids formed when chlorine meets natural organic matter.
    matrixtypical rangenote
    disinfected drinking water, free chlorine0.2 to 1 mg/Lpresent in most disinfected drinking water at this level
    seawater, chloride19,400 mg/Loceanic abundance, Jefferson Lab via PubChem
    municipal wastewater, chlorine dose for disinfection5 to 20 mg/Lapplied dose; the residual is then removed by dechlorination before discharge
    drinking water disinfected with hypochlorite, chloratemedian 99, 90th percentile 239, maximum 502 µg/LUS survey data1996 US Information Collection Rule survey; plants using chlorine dioxide: median 129, 90th percentile 264, maximum 691 µg/L; above 1 mg/L reported where hypochlorite was stored badly
    drinking water, perchloratebelow 10 µg/Lregion-dependentgenerally; concentrations above 40 µg/L have been measured
    chlorinated drinking water, trihalomethanesbelow 100 µg/Lgenerally; chloroform dominant unless bromide is present; not expected in raw water

    3 · Speciation

    Chlorine gas hydrolyses at once to hypochlorous acid and chloride (equilibrium constant 3.94 x 10^4 per mol per litre at 25 C; complete above pH 3 in dilute solution). Hypochlorous acid is a weak acid, pKa 7.5 3: HOCl and OCl⁻ are equal at pH 7.5 and 25 C, HOCl dominates below pH 6.5 and OCl⁻ above pH 8.5. HOCl is the germicide, 70 to 80 times more effective than OCl⁻ against bacteria, so chlorination works best at lower pH. With ammonia, HOCl forms monochloramine below a Cl₂ to N weight ratio of 5 to 1, passes through the breakpoint between 5 to 1 and 7.6 to 1 where the residual falls to a minimum and nitrogen gas, nitrate and nitrogen trichloride form, and leaves free chlorine above 7.6 to 1; dichloramine dominates at low pH.

    conditiondominant speciesnote
    chlorinated water, pH below 6.5HOCldissociation negligible; strongest disinfection
    chlorinated water, pH 6.5 to 8.5HOCl and OCl⁻ togetherequal at pH 7.5 and 25 C
    chlorinated water, pH above 8.5OCl⁻hypochlorite stock solutions sit at about pH 12
    ammonia present, Cl₂ to N below 5 to 1 by weight, pH 7 to 8.5NH₂Cl monochloramine, with NHCl₂ at low pHthe chloramination window; utilities run Cl₂ to N at 3 to 1 to 5 to 1, typically 4 to 1, to avoid the breakpoint
    ammonia present, Cl₂ to N above 7.6 to 1free chlorine plus NCl₃past the breakpoint; ammonia has been oxidised to N₂ and some nitrate
    any water at equilibrium, and all effluent after dechlorinationCl⁻chloride is the end state; free and combined chlorine are transient
    aged hypochlorite solutionOCl⁻ with chlorite, chlorate and ultimately perchloratechlorite is a steady state intermediate between hypochlorite and chlorate; decomposition is faster warm and at high concentration, solid calcium hypochlorite decomposes much more slowly
    Solubility
    Chlorine gas dissolves at 14.6 g/L at 0 C 2 but hydrolyses rather than staying as Cl₂. All chlorides of the common cations are freely soluble, so chloride is conservative: it passes every treatment except desalination. Chlorate and perchlorate salts are freely soluble and both anions are stable and mobile in water.
    Hydrolysis
    Cl₂ to HOCl and Cl⁻ with release of a proton, so chlorine gas lowers pH; sodium and calcium hypochlorite release hydroxide and raise it.
    Complexation
    Chloride forms weak complexes with metals (not quantified in the sources read) and raises the corrosion rate of metals in distribution systems, releasing metals into the supply 4.
    Precipitates
    None of significance for chloride, chlorate or perchlorate. AgCl is the analytical precipitate for chloride titration.
    ClX2(g)+HX2O→HOCl+HX++ClX−\ce{Cl2 (g) + H2O -> HOCl + H+ + Cl^-}
    hydrolysis, essentially complete above pH 3 in dilute solution; Keq 3.94 x 10^4 per mol per litre at 25 C; lowers pH
    HOCl⇌HX++OClX−\ce{HOCl <=> H+ + OCl^-}
    pKa 7.5 5; species equal at pH 7.5 and 25 C
    NaOCl+HX2O→HOCl+NaX++OHX−\ce{NaOCl + H2O -> HOCl + Na^+ + OH^-}
    sodium hypochlorite dosing, typically 12.5 percent available chlorine; raises pH
    Ca(OCl)X2+2 HX2O→2 HOCl+CaX2++2 OHX−\ce{Ca(OCl)2 + 2 H2O -> 2 HOCl + Ca^2+ + 2 OH^-}
    calcium hypochlorite dosing, typically 65 percent available chlorine; raises pH
    NHX3+HOCl→NHX2Cl+HX2O\ce{NH3 + HOCl -> NH2Cl + H2O}
    monochloramine; 4.2 mg Cl2 per mg NH3; rapid at pH 7 to 8.5
    NHX2Cl+HOCl→NHClX2+HX2O\ce{NH2Cl + HOCl -> NHCl2 + H2O}
    dichloramine; 8.4 mg Cl2 per mg NH3 cumulative; favoured at low pH
    NHClX2+HOCl→NClX3+HX2O\ce{NHCl2 + HOCl -> NCl3 + H2O}
    nitrogen trichloride; 12.5 mg Cl2 per mg NH3; past the breakpoint
    2 NHX3+3 HOCl→NX2+3 HX++3 ClX−+3 HX2O\ce{2 NH3 + 3 HOCl -> N2 + 3 H+ + 3 Cl^- + 3 H2O}
    breakpoint chlorination overall; 6.3 mg Cl2 per mg NH3 to nitrogen gas in EPA Table 6-1, which is the Cl2 to N ratio of 7.6 to 1 by weight; the equation is balanced here from that ratio, EPA prints the table not the equation
    3 OClX−→ClOX3X−+2 ClX−\ce{3 OCl^- -> ClO3^- + 2 Cl^-}
    hypochlorite decomposition in storage, through chlorite as intermediate, faster warm and concentrated; this overall stoichiometry is the one in the book's element chapter, the WHO document describes the pathway without printing it
    2 NaClOX2+HOCl→2 ClOX2(g)+NaCl+NaOH\ce{2 NaClO2 + HOCl -> 2 ClO2 (g) + NaCl + NaOH}
    chlorine dioxide generation from chlorite and chlorine; excess hypochlorous acid or pH below 3 diverts chlorite to chlorate

    4 · Role in treatment

    as a problem
    disinfection by-products
    free chlorine reacts with natural organic matter to form trihalomethanes, haloacetic acids and others; formation rises with chlorine dose, humic acid, temperature, pH and bromide; bromide shifts the products to the brominated species
    regulated: WHO THM guideline values, EU THMs total 100 µg/L and HAAs 60 µg/L, US TTHM 0.080 and HAA₅ 0.060 mg/L; the control is precursor removal before chlorination, never less disinfection
    chlorate and perchlorate from aged hypochlorite
    hypochlorite decomposes in storage; as available chlorine falls more product is dosed and more chlorate goes into the water
    no low cost removal exists once chlorate is formed; control is fresh product, cool dark storage, use within about a month, no topping up of old stock 2
    taste and odour
    free chlorine and chloramines
    thresholds in distilled water 5 mg/L taste and 2 mg/L odour; some people taste chlorine at 0.3 mg/L 2
    toxicity to receiving waters
    free and combined chlorine are acutely toxic to aquatic life at tens of µg/L
    US EPA criteria 19 µg/L acute and 11 µg/L chronic in fresh water; hence dechlorination of every chlorinated discharge
    membrane and adsorbent damage
    free chlorine attacks polyamide membranes and consumes activated carbon
    EPA design manual lists membrane fouling as a drawback of pre-chlorination; dechlorinate ahead of polyamide RO and NF
    corrosion from chloride
    chloride raises the corrosion rate of metals in the distribution system depending on alkalinity, releasing metals into the supply
    WHO chloride fact sheet; taste above about 250 mg/L
    chlorite from chlorine dioxide
    about 70 percent of the chlorine dioxide dose ends as chlorite and 30 percent as chlorate
    EPA chapter 4; chlorite usually below 0.2 mg/L at typical doses 2
    as a reagent
    primary and residual disinfection with chlorine gas or hypochlorite
    HOCl is the germicide; disinfection is a concentration times time product; a residual of a few tenths of a mg/L protects the distribution system
    drinking water residual 0.2 to 1 mg/L 2; wastewater dose 5 to 20 mg/L depending on chlorine demand, characteristics and discharge limit 6; lower pH is more effective
    pre-oxidation of iron and manganese
    chlorine oxidises Fe(II) to Fe(OH)₃ and Mn(II) to MnO₂ in seconds ahead of filtration
    2 FeX2++HOCl+5 HX2O→2 Fe(OH)X3(s)+ClX−+5 HX+\ce{2 Fe^2+ + HOCl + 5 H2O -> 2 Fe(OH)3 (s) + Cl^- + 5 H+}
    0.62 mg Cl2 per mg Fe and 0.77 mg Cl2 per mg Mn 7; short lived residual, little by-product formation
    oxidation of arsenite to arsenate before arsenic removal
    converts the uncharged As(III) species to the anionic As(V) species that adsorbs and coagulates
    OClX−+HX3AsOX3→ClX−+HX3AsOX4\ce{OCl^- + H3AsO3 -> Cl^- + H3AsO4}
    stoichiometric demand 0.95 mg Cl2 per mg As; three times stoichiometric converts over 95 percent within 40 seconds, independent of pH from 6.3 to 8.3, unaffected by dissolved iron, manganese, sulfide and TOC
    breakpoint chlorination of ammonia
    chloramines formed then oxidised to nitrogen gas
    2 NHX3+3 HOCl→NX2+3 HX++3 ClX−+3 HX2O\ce{2 NH3 + 3 HOCl -> N2 + 3 H+ + 3 Cl^- + 3 H2O}
    Cl2 to N 7.6 to 1 by weight at the breakpoint; nitrate and NCl3 as side products
    chloramination
    monochloramine as a long lived secondary disinfectant with few by-products
    NHX3+HOCl→NHX2Cl+HX2O\ce{NH3 + HOCl -> NH2Cl + H2O}
    Cl2 to N 3 to 1 to 5 to 1 by weight, typically 4 to 1, pH 7 to 8.5; monochloramine drifts to a 43 to 57 mix with dichloramine over about a day without pH control; dichloramine gives taste and odour
    chlorine dioxide generation
    chlorine or hypochlorous acid oxidises sodium chlorite to chlorine dioxide on site
    2 NaClOX2+HOCl→2 ClOX2(g)+NaCl+NaOH\ce{2 NaClO2 + HOCl -> 2 ClO2 (g) + NaCl + NaOH}
    control of the chlorine to chlorite feed ratio; excess chlorine or pH below 3 forms chlorate
    biofouling control in cooling water
    intermittent chlorination of once through and recirculating cooling water
    US limits: free available chlorine 0.5 mg/L maximum and 0.2 mg/L average, discharged for no more than two hours a day from any unit
    regenerant for manganese oxide filter media
    chlorine fed ahead of greensand keeps the MnO₂ coating oxidised
    continuous feed ahead of the filter

    5 · Removal and control

    dechlorination with sulfur dioxide
    S(IV) reduces free and combined chlorine to chloride in one to five minutes; complete blending at the point of application is essential
    SOX2+HOCl+HX2O→SOX4X2−+ClX−+3 HX+\ce{SO2 + HOCl + H2O -> SO4^2- + Cl^- + 3 H+}
    0.9 parts SO2 per part residual chlorine on a mass basis, about 1 to 1 in practice; overdose consumes dissolved oxygen (four parts sulfite per part oxygen) and lowers pH
    Efficiency
    to a non detectable residual
    Interferences
    excess sulfite, poor mixing
    dechlorination with sulfite salts
    sodium sulfite, bisulfite and metabisulfite give the same sulfite ion in solution
    SOX3X2−+HOCl→SOX4X2−+ClX−+HX+\ce{SO3^2- + HOCl -> SO4^2- + Cl^- + H+}
    1.46 parts NaHSO3 or 1.34 parts Na2S2O5 per part chlorine; small plants prefer the salts, which are harder to control than SO2
    Efficiency
    to a non detectable residual
    Interferences
    excess sulfite consumes oxygen
    dechlorination of chloramine with sulfite
    sulfite reduces monochloramine to chloride and ammonium
    SOX3X2−+NHX2Cl+HX2O→SOX4X2−+ClX−+NHX4X+\ce{SO3^2- + NH2Cl + H2O -> SO4^2- + Cl^- + NH4^+}
    as printed by the EPA fact sheet; the ammonia returns to the effluent
    Efficiency
    to a non detectable residual
    dechlorination with sodium thiosulfate
    thiosulfate reduces chlorine; slower and less precise than sulfite, used for sample preservation and small flows
    NaX2SX2OX3+4 HOCl+HX2O→2 NaHSOX4+4 HCl\ce{Na2S2O3 + 4 HOCl + H2O -> 2 NaHSO4 + 4 HCl}
    Metcalf and Eddy chapter 12 stoichiometry; the EPA fact sheet names thiosulfate without an equation
    Efficiency
    to a non detectable residual
    dechlorination on activated carbon
    carbon reduces free chlorine to chloride and is itself oxidised; also removes chloramine more slowly; used ahead of RO and in small plants
    C+2 ClX2+2 HX2O→4 HCl+COX2\ce{C + 2 Cl2 + 2 H2O -> 4 HCl + CO2}
    Metcalf and Eddy chapter 12; the EPA fact sheet lists carbon adsorption as more expensive than sulfite
    Efficiency
    complete while capacity lasts
    Interferences
    organics compete for the carbon
    chlorite removal
    reduction with ferrous iron or sulfur reducing agents, or activated carbon
    4 FeX2++ClOX2X−+10 HX2O→4 Fe(OH)X3(s)+ClX−+8 HX+\ce{4 Fe^2+ + ClO2^- + 10 H2O -> 4 Fe(OH)3 (s) + Cl^- + 8 H+}
    after chlorine dioxide pre-oxidation; reduction can take chlorine dioxide and chlorite effectively to zero (below 0.1 mg/L); the Fe(II) stoichiometry is the electron balance, not printed by WHO
    Efficiency
    below 0.1 mg/L
    chlorate control
    prevention only: fresh hypochlorite of appropriate quality, cool dark storage, use within about a month, no adding of new to old stock; generator control for chlorine dioxide
    there is no low cost option for reducing chlorate once formed
    Efficiency
    not applicable
    Interferences
    warm storage, high concentration stock
    perchlorate removal
    strong base or perchlorate selective anion exchange, reverse osmosis or nanofiltration, anaerobic biological reduction; electrochemical reduction and ion exchange coupled with biodegradation reported
    biodegradation generally for releases above 100 µg/L, membranes and ion exchange also at lower concentrations; conventional treatment does not remove perchlorate
    Efficiency
    not quantified in the source
    Interferences
    sulfate and nitrate compete on non selective resins
    trihalomethane and haloacetic acid control
    remove natural organic matter (precursors) before disinfection; formation rises with chlorine dose, humic acid, temperature, pH and bromide
    precursor removal by coagulation or adsorption; the WHO warns that no by-product control may compromise disinfection
    Efficiency
    not quantified in the source
    Interferences
    bromide shifts products to brominated species

    6 · Analytics

    methodstandarddetection limitnote
    DPD colorimetry, free and total chlorineStandard Methods 4500-Cl G; ISO 7393-2; EPA 330.510 µg/L as free chlorine by colorimetry 2; ISO 7393-2 applies from about 0.03 to 5 mg/L Cl₂free chlorine read at once, total after iodide addition; combined by difference; the ZDHC method for total chlorine
    amperometric titrationStandard Methods 4500-Cl D and Eabout 0.02 mg/L 8separates free chlorine, monochloramine and dichloramine; unaffected by dichloramine in the 0 to 10 mg/L range 9
    iodometric titrationStandard Methods 4500-Cl B and Cfor concentrations above 1 mg/Lfor hypochlorite stock and high residuals
    ion chromatography for chloride, chlorite and chlorateEPA 300.1; Standard Methods 4500-Cl⁻ (chloride); ISO 10304chlorite 0.45 µg/L and chlorate 0.78 µg/L by IC with conductivity detection 2; chloride 200 µg/L by IC in the WHO chlorine sheet
    perchlorateEPA 314.0 (IC, suppressed conductivity); EPA 331.0 (LC-MS)EPA 314.0 reporting limit about 4 µg/L; LC-MS methods reach the ng/L range 2
    trihalomethanespurge and trap or liquid liquid extraction GC 10quench chlorine in the sample bottle or the reaction continues
    Sampling pitfalls
    Chlorine residual is measured on site at once: it is lost to light, agitation, warmth and reaction with the bottle contents. Samples for by-products need a quench (sulfite or ascorbic acid) or formation continues in the bottle. Chlorate and perchlorate samples need no preservation beyond cooling but hypochlorite stock must be diluted before injection. Chloride is conservative and easy; contamination from hands and glassware is the main error at low levels.

    7 · Regulatory limits

    Limits change, and many are set locally. Treat these as the published values to start from, not as your compliance target: check the standard in force at your site and the numbers written into your own permit.

    drinking water
    bodylimitnote
    WHO GDWQ 4th ed. with addenda (2022), free chlorine5 mg/LTDI 150 µg/kg body weight from a rodent NOAEL, 100 percent allocation to water; conservative, most people taste chlorine at this level; assessment 1993
    WHO GDWQ, chlorate0.7 mg/Lprovisional; may be exceeded with aged hypochlorite or chlorine dioxide, and disinfection must never be compromised
    WHO GDWQ, chlorite0.7 mg/Lprovisional; chlorine dioxide itself has no guideline
    WHO GDWQ, perchlorate70 µg/LPMTDI 0.01 mg/kg body weight from a BMDL₅₀ of 0.11 mg/kg per day for iodide uptake inhibition
    WHO GDWQ, trihalomethaneschloroform 300; bromoform 100; dibromochloromethane 100; bromodichloromethane 60 µg/Leach individually
    WHO GDWQ, chlorideno guideline not of health concern; taste above about 250 mg/L; corrosion of metals in distribution
    EU DWD 2020/2184, free chlorinenot set Annex I has no parametric value for a disinfectant residual; Member States set it nationally; the Directive requires disinfection by-products to be kept as low as possible without compromising disinfection
    EU DWD 2020/2184, chlorate0.25 mg/L0.70 mg/L where a disinfection method that generates chlorate, in particular chlorine dioxide, is used; measured only if such methods are used; Member States shall strive for a lower value
    EU DWD 2020/2184, chlorite0.25 mg/L0.70 mg/L where chlorine dioxide is used; same conditions as chlorate
    EU DWD 2020/2184, trihalomethanes total100 µg/Lsum of chloroform, bromoform, dibromochloromethane and bromodichloromethane; strive for a lower value
    EU DWD 2020/2184, haloacetic acids60 µg/Lsum of mono-, di- and trichloroacetic acid and mono- and dibromoacetic acid; measured only when disinfection methods that can generate HAAs are used
    EU DWD 2020/2184, chloride250 mg/LAnnex I Part C indicator parameter; the water should not be corrosive
    EU DWD 2020/2184, perchloratenot set perchlorate is not in Annex I
    US EPA NPDWR, chlorine (as Cl₂)4.0 mg/Lmaximum residual disinfectant level (MRDL), MRDLG 4
    US EPA NPDWR, chloramines (as Cl₂)4.0 mg/LMRDL, MRDLG 4
    US EPA NPDWR, chlorine dioxide (as ClO₂)0.8 mg/LMRDL and MRDLG
    US EPA NPDWR, chlorite1.0 mg/LMCL; MCLG 0.8
    US EPA NPDWR, total trihalomethanes0.080 mg/LMCL
    US EPA NPDWR, haloacetic acids (HAA₅)0.060 mg/LMCL
    US EPA, chloride250 mg/Lsecondary standard, salty taste
    US EPA, chloratenot regulated monitored under UCMR 3; health reference level 210 µg/L in the third Six-Year Review; California notification level 800 µg/L and Health Canada 1 mg/L quoted there
    US EPA, perchloratenot regulated 2020 withdrawal of the decision to regulate was vacated in 2023; proposed rule signed January 2026 with MCLG 0.02 mg/L and co-proposed MCL options of 20, 40 or 80 µg/L; final rule due by 21 May 2027
    discharge
    bodylimitnote
    EU CWW BREF BAT-AEL 11not set free chlorine and chloride are not BAT 12 parameters; organically bound chlorine falls under AOX, 0.20 to 1.0 mg/L
    US EPA 40 CFR 423.12(b)(6) and (7), steam electric once-through cooling water and cooling tower blowdown (BPT)free available chlorine 0.5 maximum; 0.2 average mg/Lneither free available nor total residual chlorine may be discharged from any unit for more than two hours in any one day
    US EPA 40 CFR 423.13(b)(1), once-through cooling water, plants of 25 MW and above (BAT)total residual chlorine 0.20 maximum mg/Lcooling tower blowdown under 423.13(d)(1): free available chlorine 0.5 maximum, 0.2 average
    Abu Dhabi ADS 23/2017, discharge to the marine environment (EAD)free residual chlorine 0.5 mg/L
    region-dependent; marine discharge only
    Table 1 maximum allowable concentration at the point of discharge; no chloride limit in the table
    Abu Dhabi DoE Trade Effluent Control Regulations 2022, discharge to sewerchloride 1000 mg/L
    region-dependent; sewer discharge
    Table A₂; residual chlorine is not listed for sewer discharge
    industry thresholds
    sectorbodylimitnote
    textile and leatherZDHC Wastewater Guidelines v₂.1 (2022), total chlorinesample and report only mg/Lconventional parameter measured during sampling by ISO 7393-2, EPA 330.5 or SM 4500-Cl G; no limit value

    8 · Health and environmental effects

    Toxicity
    Free chlorine at drinking water levels shows no specific adverse effects in humans or animals; TDI 150 µg/kg body weight; IARC places hypochlorite in Group 3 2. Chlorine gas is another matter and is in the element chapter. Chlorate and perchlorate act on the thyroid: chlorate ADI 0 to 0.01 mg/kg from thyroid effects in rats, perchlorate PMTDI 0.01 mg/kg from inhibition of iodide uptake 2. Chloroform and the brominated trihalomethanes carry individual guideline values 2.
    Bioaccumulation
    Not relevant for free and combined chlorine, which react to chloride within hours. Perchlorate is highly stable, poorly retained by soils (more than 90 percent stays in the water phase) and accumulates in arid soils; it is taken up by crops and appears in produce and milk 1.
    Ecotoxicity
    US EPA aquatic life criteria for chlorine: freshwater 19 µg/L acute and 11 µg/L chronic, saltwater 13 and 7.5 µg/L (1986). This is the basis of dechlorination requirements on chlorinated effluents and cooling water.

    Read these with care

    • The US perchlorate status is time sensitive: a proposed rule of January 2026 with a final rule due May 2027; check before reuse.
    • The chlorate occurrence figures are a 1996 US survey quoted by WHO; European and GCC occurrence was not read.
    • The breakpoint equation is balanced here from the EPA dose table (6.3 mg Cl₂ per mg NH₃), not copied from a printed equation.
    • The hypochlorite decomposition stoichiometry (3 OCl⁻ to chlorate and chloride) is taken from the book's own element chapter; the WHO 2016 document describes the pathway with chlorite as intermediate but prints no equation.
    • The thiosulfate and activated carbon dechlorination equations are cited to Metcalf and Eddy chapter 12 and were not re-read.
    • The chlorite reduction with Fe(II) is an electron balance; WHO names the reagent only.
    • Abu Dhabi values cover two media (marine outfall free residual chlorine 0.5 mg/L; sewer chloride 1000 mg/L); other GCC states not read.
    • The ISO 7393-2 working range is quoted from the ISO catalogue abstract, the standard itself was not read.
    • No free chlorine parametric value exists at EU level; national values (for example the 0.1 to 0.5 mg/L residuals that many Member States require) were not read and are not quoted.
    • The sulfur dioxide dechlorination equation is balanced here from the sulfite equation the EPA prints.
    • The sampling and preservation practice in this chapter is general practice except where a source is named.
    • The competition of sulfate and nitrate on non selective perchlorate resins is general practice, not from the source read.

    What this chapter does not cover

    • No source read gives chloride, free chlorine or chlorate concentrations in industrial wastewater; the CWW BREF text on free chlorine and AOX was not re-read.
    • The WHO monochloramine guideline value and the WHO haloacetic acid values were not read 12; the US and EU values stand in.
    • Detection limits for the trihalomethane methods were not read.
    • Chloride removal (reverse osmosis, electrodialysis, evaporation) is not written up because no read source covers it; it belongs with the sodium and TDS chapters.
    • Cyanide oxidation by alkaline chlorination and chlorine in cooling water biocide chemistry beyond the CFR limits were not sourced.
    • No kinetic data for THM formation or for chlorate formation rates in hypochlorite beyond the qualitative WHO statements.
    • EU national free chlorine residual requirements and other GCC states were not read.

    Notes

    1. WHO perchlorate document
    2. WHO
    3. 7.6 in the EPA chloramine chapter
    4. WHO chloride fact sheet
    5. about 7.6 in the EPA chloramine chapter
    6. EPA fact sheet
    7. EPA Table 2-7
    8. WHO background document, minimum detectable concentration
    9. EPA
    10. EPA 524.2, 551.1
    11. Decision 2016/902
    12. the 2022 fact sheet URLs returned 404

    Sources

    WHO Guidelines for Drinking-water Quality, 4th ed. incorporating the first and second addenda (2022), chapter 12 chemical fact sheet, Chlorine (pp. 361 to 362)
    WHO, Chlorine in Drinking-water, background document, WHO/SDE/WSH/03.04/45 (2003; text of 1996)
    WHO GDWQ 4th ed. with addenda (2022), chapter 12 fact sheet, Chlorine dioxide, chlorite and chlorate (pp. 362 to 363)
    WHO, Chlorine Dioxide, Chlorite and Chlorate in Drinking-water, background document, WHO/FWC/WSH/16.49 (2016), sections 1.4, 3 and 4
    WHO GDWQ 4th ed. with addenda (2022), chapter 12 fact sheet, Perchlorate (pp. 450 to 451)
    WHO, Perchlorate in Drinking-water, background document (2016), sections 1.4, 1.5, 4.1 and 4.2
    WHO GDWQ 4th ed. with addenda (2022), chapter 12 fact sheet, Trihalomethanes (pp. 475 to 477)
    WHO GDWQ 4th ed. with addenda (2022), chapter 12 fact sheet, Chloride (p. 361)
    Directive (EU) 2020/2184 on the quality of water intended for human consumption (recast), Annex I Parts B and C
    US EPA, National Primary Drinking Water Regulations (table of MCLs and MRDLs)
    US EPA, Secondary Drinking Water Standards: Guidance for Nuisance Chemicals
    US EPA, Six-Year Review 3 Technical Support Document for Chlorate, EPA-810-R-16-013 (December 2016)
    US EPA, Perchlorate in Drinking Water (regulatory status page, read 2026-09-05)
    US EPA, Alternative Disinfectants and Oxidants Guidance Manual, EPA 815-R-99-014 (April 1999), sections 2.2.3, 2.7.1, 4.1.1 and 6.1.1, Tables 2-7 and 6-1
    US EPA, Wastewater Technology Fact Sheet: Chlorine Disinfection, EPA 832-F-99-062 (1999)
    US EPA, Wastewater Technology Fact Sheet: Dechlorination, EPA 832-F-00-022 (September 2000)
    US EPA, Arsenic Treatment Technology Design Manual for Small Systems, draft for peer review (June 2002), sections 2.4 and 2.7.3, Table 2-2
    40 CFR 423.12, Effluent limitations guidelines representing BPT, steam electric power generating point source category
    40 CFR 423.13, Effluent limitations guidelines representing BAT, steam electric power generating point source category
    Commission Implementing Decision (EU) 2016/902 establishing BAT conclusions for common waste water and waste gas treatment/management systems in the chemical sector (CWW), BAT 12 Tables 1 and 2
    Abu Dhabi Specification ADS 23/2017, Environmental Specifications for Land-Based Liquid Discharges to the Marine Environment 24, Table 1
    Abu Dhabi Department of Energy, Trade Effluent Control Regulations 2022 (DoE/PD/R01/005, effective 1 January 2022), Appendix Table A2
    ZDHC Wastewater Guidelines Version 2.1 (November 2022), conventional parameters table
    US EPA, National Recommended Water Quality Criteria, Aquatic Life Criteria Table (chlorine, 1986)
    Standard Methods for the Examination of Water and Wastewater (online edition), 4500-Cl Chlorine (Residual): B, C iodometric, D, E amperometric, F, G DPD
    Standard Methods (online edition), 4500-Cl^- Chloride
    ISO 7393-2:2017, Water quality. Determination of free chlorine and total chlorine. Part 2: Colorimetric method using N,N-dialkyl-1,4-phenylenediamine, for routine control purposes
    PubChem element summary for chlorine; oceanic abundance 1.94 x 10^4 mg/L from Jefferson Lab
    The Element Book, chapter for chlorine, properties narrative: hypochlorite decay to chlorate
    Metcalf and Eddy, Wastewater Engineering: Treatment and Resource Recovery, 5th ed. (McGraw-Hill, 2014), chapter 12 (disinfection processes, dechlorination)

    Conventions

    Valence electrons are counted by the usual convention: the outer shell for s- and p-block elements, ns and (n-1)d for the d-block, ns, (n-1)d and (n-2)f for the f-block. Lanthanides and actinides are placed in the f-block with no group number. Electrical conductivity is the reciprocal of the printed resistivity. Ionic radii are Shannon effective radii, six-coordinate unless noted. Where a field reads “not in sources” the value was not found; it is a gap, not a zero. Regulatory limits are the published values and change often, so check the standard in force at your site and the numbers written into your own permit before you design to them.

    Data

    Element records, isotopes, radii and the descriptive text come from PubChem (NCBI), the Los Alamos National Laboratory periodic table, IUPAC CIAAW and the IAEA Atomic Mass Data Center. Appearance, thermal conductivity, electrical resistivity, crystal structure, discovery and the origin of each name come from Wikipedia and Periodic-Table-JSON, used under CC BY-SA 4.0. Hazard classifications come from the ECHA C&L inventory via PubChem. Ionic radii follow R. D. Shannon (1976). The water chapters cite their own sources at the foot of each entry, and are written to the level of Snoeyink and Jenkins, Stumm and Morgan, MWH's Water Treatment and Metcalf and Eddy.