Iron

    group 8 · period 4 · d-block · transition metal

    fullIron is an indicator parameter in the EU and a secondary standard in the US, the most common groundwater treatment problem after hardness, and the base of the two workhorse coagulants, ferric chloride and ferric sulfate.

    Typical wastewaters

    • coal mine drainage (acid or ferruginous) Fe²⁺ in acid mine water, oxidising to Fe(OH)₃ ochre on aeration; 7.0 daily maximum and 3.5 mg/L monthly average total iron
    • power plant metal cleaning wastes total iron with copper, 1.0 mg/L daily maximum and monthly average
    • chromate bearing effluent reduced with ferrous sulfate Fe²⁺ reductant oxidised to Fe³⁺ and precipitated as Fe(OH)₃ with Cr(OH)₃ at pH 8 to 9
    • wastewater treated with ferric salts for phosphorus FePO₄ and hydrous ferric oxide in the sludge, more than the 1:1 molar ratio dosed

    1 · Identity

    Symbol, number
    Fe, 26
    Oxidation states in water
    +2 (ferrous, Fe²⁺, dissolved in anoxic groundwater and mine water) and +3 (ferric, hydrolysed to Fe(OH)₃ and hydrous ferric oxide in oxic water; the state of coagulant flocs and pipe rust). 0 as the metal of cast iron and steel mains, which corrode to both.
    Note
    Iron(II) salts are unstable in drinking water supplies and precipitate as iron(III) hydroxide, a rust coloured silt (WHO background document). Everything below follows from that switch.

    2 · Occurrence in water

    Natural sources
    Dissolution of iron bearing minerals under reducing conditions and low pH; anaerobic groundwater carries iron(II) at up to several milligrams per litre without colour or turbidity until it is pumped and aerated. Lowering the water table or nitrate leaching aerates iron bearing soil layers and changes both groundwater and surface water quality (WHO background document).
    Anthropogenic sources
    Corrosion of cast iron, steel and galvanised iron distribution pipes; carry over of iron coagulants; acid or ferruginous coal mine drainage, regulated in the US at 7.0 mg/L daily maximum; metal cleaning wastes at power plants, regulated at 1.0 mg/L; iron and steel pickling and mine water in the ledger's mining chapter.
    matrixtypical rangenote
    natural fresh water0.5 to 50 mg/Lrange quoted by the WHO fact sheet for natural fresh waters
    groundwater, anaerobic0.5 to 10 mg/Lregion-dependentas iron(II); up to 50 mg/L is sometimes found
    surface water, rivers0.7 mg/L
    single median figure, no range given
    reported median for rivers
    drinking waterbelow 0.3 mg/Lnormally; higher where iron salts are used as coagulants and where cast iron, steel and galvanised pipes distribute the water
    seawater0.002 mg/Lsingle figure, no rangeoceanic abundance figure, Jefferson Lab via PubChem; open ocean iron is a trace element limited by solubility

    3 · Speciation

    Below the oxic boundary, and wherever pH is low, iron is dissolved Fe²⁺, with FeHCO₃⁺ and FeSO₄ ion pairs in mineralised water. In oxic water above pH 6 the equilibrium species is iron(III), and iron(III) is almost entirely solid: Fe(OH)₃ and hydrous ferric oxide, with only nanomolar dissolved hydrolysis products (Fe(OH)₂⁺, Fe(OH)₄⁻) in the neutral range. The practical question is therefore never the equilibrium but the rate of the Fe(II) to Fe(III) step, which is fast above pH 7 in aerated water and slow in acid or organic rich water.

    conditiondominant speciesnote
    anoxic groundwater or sediment pore water, pH 6 to 8Fe²⁺, FeHCO₃⁺; FeCO₃ (siderite) and FeS where carbonate or sulfide is highiron(II) persists for as long as the water is kept away from air
    oxic water, pH 6 to 9Fe(OH)₃ (s) and hydrous ferric oxide colloids; dissolved Fe(OH)₂⁺ and Fe(OH)₄⁻ at trace level; Fe(III) complexed by natural organic matterdissolved iron above about 0.1 mg/L in such water is either colloidal or organically complexed
    acid mine drainage, pH below 3Fe²⁺ and Fe³⁺ both dissolved; Fe³⁺ hydrolyses and precipitates as pH is raisedthe reason lime neutralisation of mine water produces iron rich high density sludge
    Solubility
    Iron(III) hydroxide is the controlling solid in oxic water and keeps dissolved iron(III) far below 0.1 mg/L between pH 6 and 9; iron(II) is soluble at mg/L levels until it is oxidised. The sources read give no solubility products, so none are quoted.
    Hydrolysis
    Fe³⁺ hydrolyses stepwise to Fe(OH)₂⁺, Fe(OH)₃ and Fe(OH)₄⁻; the hydrolysis releases protons, which is why ferric coagulants consume alkalinity and depress pH.
    Complexation
    Bicarbonate and sulfate ion pairs with Fe(II); natural organic matter binds Fe(III) and slows its oxidation and settling. Constants are not quoted because the sources read do not print them.
    Precipitates
    Fe(OH)₃ and hydrous ferric oxide (oxic); FeCO₃ siderite and FeS (anoxic, carbonate or sulfide rich); FePO₄ with phosphate; Fe₃O₄ magnetite and Fe₂O₃ hematite as ageing products and pipe tubercles.
    4FeX2++OX2+10HX2O4Fe(OH)X3(s)+8HX+\ce{4 Fe^2+ + O2 + 10 H2O -> 4 Fe(OH)3 (s) + 8 H+}
    aeration; rate law of Stumm and Morgan: minus d[Fe(II)]/dt = k [Fe(II)] [OH^-]^2 pO2, with k about 8 x 10^13 per mol squared per litre squared per atm per minute at 20 C, so the rate rises 100 fold per pH unit; half life minutes above pH 7, hours to days below pH 6. Stoichiometric oxygen demand 0.14 mg O2 per mg Fe (EPA Table 2-7)
    FeX2++COX3X2FeCOX3(s)\ce{Fe^2+ + CO3^2- -> FeCO3 (s)}
    anoxic, carbonate rich groundwater; siderite is the iron(II) solid that caps dissolved iron there
    FeX2++HSXFeS(s)+HX+\ce{Fe^2+ + HS^- -> FeS (s) + H+}
    sulfidic, anoxic sediments and septic mains; black iron sulfide, oxidises back to rust on aeration
    FeX3++3HX2OFe(OH)X3(s)+3HX+\ce{Fe^3+ + 3 H2O -> Fe(OH)3 (s) + 3 H+}
    pH above about 3; the hydrolysis that makes ferric salts acidic and precipitates them

    4 · Role in treatment

    as a problem
    colour, turbidity and staining
    iron(II) oxidised in the distribution system to colloidal iron(III) hydroxide
    turbidity and colour appear in piped systems above 0.05 to 0.1 mg/L; laundry and sanitary ware stain above 0.3 mg/L (WHO background document)
    taste
    dissolved iron(II)
    40 µg/L detectable in distilled water, 0.12 mg/L in a spring water of 500 mg/L TDS; below 0.3 mg/L judged unnoticeable in well water (WHO background document)
    iron bacteria and slime
    bacteria that oxidise iron(II) grow in the waterworks and mains and deposit a slimy coating on the piping
    WHO background document
    corrosion of mains
    cast iron, steel and galvanised pipe corrode and release iron; chloride raises corrosion rates
    WHO background document and the WHO chloride fact sheet
    interference with arsenic adsorbents and membranes
    iron precipitates coat activated alumina and foul membranes
    activated alumina problem level 0.5 mg/L iron (EPA design manual Table 2-3)
    sludge volume
    every mg of iron dosed or removed ends as hydrous ferric oxide sludge
    the reason iron oxide sludges are a waste stream in the ledger
    as a reagent
    coagulant: ferric chloride, ferric sulfate
    hydrolysis to Fe(OH)₃ flocs; charge neutralisation and sweep coagulation of particles, natural organic matter, phosphate and arsenate
    FeClX3+3HCOX3XFe(OH)X3(s)+3COX2+3ClX\ce{FeCl3 + 3 HCO3^- -> Fe(OH)3 (s) + 3 CO2 + 3 Cl^-}
    optimum pH 5 to 8 for ferric salts, 5 to 7 for alum; iron hydroxides are more stable than aluminium hydroxides at pH 5.5 to 8.5; effective doses 5 to 25 mg/L FeCl3 for arsenic (EPA design manual). Alkalinity consumed, from the stoichiometry: 3 mol HCO3^- per mol Fe, that is 0.92 mg as CaCO3 per mg FeCl3 or 2.7 mg as CaCO3 per mg Fe
    ferric sulfate coagulant
    same hydrolysis; delivers sulfate instead of chloride
    FeX2(SOX4)X3+6HX2O2Fe(OH)X3(s)+3HX2SOX4\ce{Fe2(SO4)3 + 6 H2O -> 2 Fe(OH)3 (s) + 3 H2SO4}
    pH 5 to 8; the acid is neutralised by alkalinity
    phosphorus precipitation in wastewater
    ferric iron precipitates orthophosphate as ferric phosphate and adsorbs it on Fe(OH)₃
    FeX3++POX4X3FePOX4(s)\ce{Fe^3+ + PO4^3- -> FePO4 (s)}
    Metcalf and Eddy chapter 6; in practice more than the 1:1 molar ratio is dosed because Fe(OH)3 forms in parallel
    reductant: ferrous sulfate for chromate
    iron(II) reduces chromium(VI) to chromium(III), which is then precipitated as hydroxide with the iron
    CrX2OX7X2+6FeX2++14HX+2CrX3++6FeX3++7HX2O\ce{Cr2O7^2- + 6 Fe^2+ + 14 H+ -> 2 Cr^3+ + 6 Fe^3+ + 7 H2O}
    acid pH, then lime to pH 8 to 9 for Cr(OH)3 and Fe(OH)3; the CWW BREF lists chemical reduction with ferrous sulfate among its techniques
    reductant for chlorite after chlorine dioxide
    iron(II) reduces chlorite to chloride and precipitates as Fe(OH)₃
    4FeX2++ClOX2X+10HX2O4Fe(OH)X3(s)+ClX+8HX+\ce{4 Fe^2+ + ClO2^- + 10 H2O -> 4 Fe(OH)3 (s) + Cl^- + 8 H+}
    WHO names ferrous iron, sulfur reducing agents and activated carbon for chlorite; the stoichiometry is the electron balance, not printed by WHO

    5 · Removal and control

    oxidation then filtration
    iron(II) oxidised to iron(III) by aeration, chlorine, permanganate, ozone or chlorine dioxide; the precipitate is removed by sedimentation and granular media or membrane filtration. All the common oxidants except chloramines do it (EPA)
    2FeX2++HOCl+5HX2O2Fe(OH)X3(s)+ClX+5HX+\ce{2 Fe^2+ + HOCl + 5 H2O -> 2 Fe(OH)3 (s) + Cl^- + 5 H+}
    oxidant demand per mg Fe: 0.62 mg Cl2, 0.94 mg KMnO4, 0.43 mg O3, 1.21 mg ClO2, 0.14 mg O2 (EPA Table 2-7); reactions take seconds; aeration alone needs pH above about 7
    Efficiency
    to below the 0.3 mg/L acceptability level in normal practice; no percentage is printed in the sources read
    Interferences
    natural organic matter complexes slow oxidation and hold colloidal iron; low pH slows aeration; manganese needs a stronger oxidant or higher pH
    permanganate oxidation
    permanganate oxidises Fe(II) and is itself reduced to MnO₂, which is filtered with the iron
    3FeX2++MnOX4X+7HX2O3Fe(OH)X3(s)+MnOX2(s)+5HX+\ce{3 Fe^2+ + MnO4^- + 7 H2O -> 3 Fe(OH)3 (s) + MnO2 (s) + 5 H+}
    0.94 mg KMnO4 per mg Fe; overdose leaves pink water and manganese particulates that must be filtered
    Efficiency
    not quoted
    Interferences
    organic matter consumes permanganate
    ozone oxidation
    ozone oxidises Fe(II) and releases oxygen
    2FeX2++OX3+5HX2O2Fe(OH)X3(s)+OX2+4HX+\ce{2 Fe^2+ + O3 + 5 H2O -> 2 Fe(OH)3 (s) + O2 + 4 H+}
    0.43 mg O3 per mg Fe (EPA Table 2-7)
    Efficiency
    not quoted
    Interferences
    bromide forms bromate with ozone
    catalytic oxidation filtration on manganese oxide media
    greensand or pyrolusite adsorbs and catalyses the oxidation of iron and manganese; the bed retains the precipitate until backwash; chlorine or permanganate fed ahead of the filter regenerates the media continuously
    pressurised granular media filtration; pre-oxidant fed continuously; arsenic co-precipitates when iron is above 1.5 mg/L and the Fe to As mass ratio is at least 20 to 1
    Efficiency
    iron: not quoted; arsenic riding on the iron: 80 to 95 percent
    Interferences
    natural organic matter, orthophosphate and silicate compete for the iron hydroxide surface
    coagulation and filtration for colloidal iron(III)
    iron already oxidised in surface water is particulate and is removed with the other particles by coagulation, settling and filtration
    conventional treatment; the coagulant is often itself an iron salt
    Efficiency
    not quoted
    Interferences
    organically bound iron passes filters

    6 · Analytics

    methodstandarddetection limitnote
    1,10-phenanthroline colorimetryStandard Methods 3500-Fe B; ISO 6332colorimetric methods about 5 µg/L (WHO); ISO 6332 applies from 0.01 to 5 mg/Lgives total iron after digestion, total dissolved iron after filtration, and iron(II) directly; the orange red complex is read at 510 nm
    atomic absorption spectrometryStandard Methods 3111 (flame); WHO cites AASabout 1 µg/L (WHO background document)
    ICP-OESEPA 200.7; ISO 11885not read in the sources this sessioniron is not among the analytes of EPA 200.8 (ICP-MS), whose Table 1 lists 21 elements without iron; ICP-MS for iron needs interference removal at mass 56
    ICP-MSISO 17294-2not readISO 17294-2 covers iron among its elements; use a collision cell mode for the argon oxide interference
    Sampling pitfalls
    Iron(II) in an anaerobic groundwater sample oxidises and precipitates in the bottle on contact with air (WHO: iron(II) salts are unstable in supplies). Filter 0.45 µm in the field and acidify at once for dissolved iron; acidify unfiltered samples for total iron; measure iron(II) on site. Rust from the sampling tap and the mains is a total iron artefact.

    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)no guideline not of health concern at levels found in drinking water; may affect acceptability; a 10 percent allocation of the JECFA PMTDI of 0.8 mg/kg body weight gives about 2 mg/L, below which there is no health hazard, but taste and appearance are usually affected below that level; assessment 1993
    WHO GDWQ, acceptability0.3 mg/Lthe level above which laundry and plumbing stain and taste is noticeable (background document); turbidity and colour can appear in piped systems above 0.05 to 0.1 mg/L
    EU DWD 2020/2184200 µg/LAnnex I Part C indicator parameter; uncertainty of measurement 30 percent of the parametric value (Annex III)
    US EPA0.3 mg/LNational Secondary Drinking Water Regulation, non enforceable; effects listed as rusty colour, sediment, metallic taste, reddish or orange staining
    discharge
    bodylimitnote
    EU CWW BREF BAT-AEL (Decision 2016/902)not set iron is not among the BAT 12 parameters (TOC, COD, TSS, TN, Ninorg, TP, AOX, Cr, Cu, Ni, Zn); iron limits in the EU come from national permits
    US EPA 40 CFR 434.32, coal mining, acid or ferruginous mine drainage (BPT)7.0 daily maximum; 3.5 30-day average mg/L total ironwith manganese 4.0 and 2.0 mg/L, TSS 70 and 35 mg/L, pH 6.0 to 9.0
    US EPA 40 CFR 423.12(b)(5), steam electric metal cleaning wastes (BPT)1.0 mg/L total ironsame value for daily maximum and 30-day average; with copper 1.0 mg/L
    Abu Dhabi ADS 23/2017, discharge to the marine environment (EAD)2.0 mg/L
    region-dependent; marine discharge only
    Table 1 maximum allowable concentration at the point of discharge
    Abu Dhabi DoE Trade Effluent Control Regulations 2022, discharge to sewer50 mg/L
    region-dependent; sewer discharge, not receiving water
    Table A₄ maximum allowable concentration for trade effluent to the sewer network
    industry thresholds
    sectorbodylimitnote
    textileZDHC Wastewater Guidelines v₂.1 (2022)not set iron is not a ZDHC wastewater parameter

    8 · Health and environmental effects

    Toxicity
    Essential nutrient; minimum daily requirement about 10 to 50 mg depending on age, sex and bioavailability; JECFA PMTDI 0.8 mg/kg body weight (1983) as a precaution against iron storage; 0.3 mg/L in drinking water contributes about 0.6 mg to daily intake. No health based guideline is proposed (WHO).
    Bioaccumulation
    Not addressed in the sources read; iron is regulated by uptake in animals and is not a bioaccumulating contaminant in the sense used for metals such as mercury.
    Ecotoxicity
    US EPA national recommended aquatic life criterion, freshwater chronic 1000 µg/L (1986); no acute freshwater and no saltwater criterion. The harm in rivers is usually physical: ochre precipitates smother the bed.

    Flags

    • The 0.5 to 10 mg/L groundwater range and the 0.7 mg/L river median are WHO 1990s compilations and vary strongly by aquifer and region.
    • The seawater figure (0.002 mg/L) is a single abundance figure from Jefferson Lab via PubChem, not a range.
    • The Fe(II) oxygenation rate constant is cited to Stumm and Morgan chapter 11 from memory of the text, not re-read this session.
    • The chromate and chlorite reduction stoichiometries are electron balances written here; the sources name the reagent but do not print the equation.
    • The EPA oxidant doses per mg Fe come from a 1986 and 1991 compilation quoted by the 1999 EPA manual; the brief's own example gives 0.64 mg Cl₂ per mg Fe, the EPA table 0.62.
    • Abu Dhabi values are two different media (marine outfall 2.0 mg/L, sewer 50 mg/L); other GCC states were not read.
    • No detection limit was read for EPA 200.7 or ISO 17294-2 this session.

    Gaps

    • No source read gives iron concentrations in municipal or industrial wastewater; the mining and steel figures are in the ledger's own chapters, not here.
    • No solubility products or hydrolysis constants are quoted; Stumm and Morgan has them but was not re-read.
    • No removal percentage for iron is printed in the sources read; the EPA doses and the WHO acceptability level stand in for it.
    • Lime softening, ion exchange softening, sequestration with polyphosphate and biological iron filtration are not covered because no read source describes them.
    • The phosphorus precipitation and chromate reduction equations are cited to a textbook chapter and the CWW BREF technique description, not to a printed equation read this session.
    • Other GCC discharge standards (Saudi, Oman, Qatar) were not read.

    Sources

    WHO Guidelines for Drinking-water Quality, 4th ed. incorporating the first and second addenda (2022), chapter 12 chemical fact sheet, Iron (pp. 414 to 415)
    WHO, Iron in Drinking-water, background document for development of WHO Guidelines for Drinking-water Quality, WHO/SDE/WSH/03.04/08 (2003; text of 1996)
    Directive (EU) 2020/2184 on the quality of water intended for human consumption (recast), Annex I Part C and Annex III
    US EPA, Secondary Drinking Water Standards: Guidance for Nuisance Chemicals
    US EPA, Alternative Disinfectants and Oxidants Guidance Manual, EPA 815-R-99-014 (April 1999), section 2.2.3 and Table 2-7 (oxidant doses for iron and manganese)
    US EPA, Arsenic Treatment Technology Design Manual for Small Systems, draft for peer review (June 2002), sections 2.5.2 (Table 2-3), 2.7.1 and 2.7.3
    40 CFR 434.32, Effluent limitations for acid or ferruginous mine drainage (BPT), coal mining point source category
    40 CFR 423.12, Effluent limitations guidelines representing BPT, 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
    Best Available Techniques Reference Document for Common Waste Water and Waste Gas Treatment/Management Systems in the Chemical Sector (CWW BREF 2016), chapter 3, chemical reduction
    Abu Dhabi Specification ADS 23/2017, Environmental Specifications for Land-Based Liquid Discharges to the Marine Environment (Environment Agency Abu Dhabi), Table 1
    Abu Dhabi Department of Energy, Trade Effluent Control Regulations 2022 (DoE/PD/R01/005, effective 1 January 2022), Appendix Tables A2 and A4
    ZDHC Wastewater Guidelines Version 2.1 (November 2022), conventional parameters and metals tables
    US EPA, National Recommended Water Quality Criteria, Aquatic Life Criteria Table (iron, 1986)
    Standard Methods for the Examination of Water and Wastewater (online edition), 3500-Fe Iron, B. Phenanthroline Method
    ISO 6332:1988, Water quality. Determination of iron. Spectrometric method using 1,10-phenanthroline
    ISO 17294-2:2023, Water quality. Application of ICP-MS. Part 2: Determination of selected elements including uranium isotopes
    US EPA Method 200.8, Revision 5.4 (1994), Determination of trace elements in waters and wastes by ICP-MS, Table 1 (iron not listed)
    PubChem element summary for iron; oceanic abundance 2 x 10^-3 mg/L from Jefferson Lab
    WHO, Chlorine Dioxide, Chlorite and Chlorate in Drinking-water, background document, WHO/FWC/WSH/16.49 (2016), section 4.2 (chlorite reduction with ferrous iron)
    Stumm, W. and Morgan, J. J., Aquatic Chemistry, 3rd ed. (Wiley, 1996), chapter 11 (kinetics of redox processes, oxygenation of Fe(II)) and chapter 7 (precipitation and dissolution)
    Metcalf and Eddy, Wastewater Engineering: Treatment and Resource Recovery, 5th ed. (McGraw-Hill, 2014), chapter 6 (chemical precipitation of phosphorus with iron)

    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.