Aluminum

    group 13 · period 3 · p-block · post-transition metal

    fullAluminium is the base of the world's most used coagulants (alum, polyaluminium chloride, sodium aluminate), an EU indicator parameter at 200 µg/L and a US secondary standard, and the residual that every coagulation plant has to manage; its hydrolysis chemistry is the reason the coagulants work.

    Typical wastewaters

    • acid mine drainage dissolved Al³⁺ at extreme acidity, up to 90 mg/L; precipitates as Al(OH)₃ with iron when lime or limestone raises the pH to 6 to 7
    • municipal wastewater dosed with aluminium salts for phosphorus removal AlPO₄ and Al(OH)₃ in the sludge, 1.5 to 3 times the theoretical 1 mol Al per mol P dosed
    • alumina refining bauxite residue (red mud) leachate aluminate Al(OH)₄⁻ in pH 13 leachate; over 99 percent removed as a boehmite-like precipitate and dawsonite on HCl neutralisation, 86 percent with gypsum (calcite), over 99 percent with seawater (hydrotalcite) Ajka, Hungary spill leachate
    • sulfuric acid anodising and caustic etching or chemical milling of aluminium Al³⁺ in spent sulfuric acid anodising electrolyte (5 to 10 g/L in service, bath dumped at 15 to 20 g/L) and sodium aluminate in caustic milling baths discarded above 70 g/L Al; sludge is Al(OH)₃ and NaAlO₂ STM BREF sections 4.11.3.1 and 2.5.23
    • anodising plant mixed wastewater aluminium with iron, sulfate and COD in mixed anodic oxidation coating wastewater over 99 percent Al removal by PTFE membrane distillation
    • aluminium forming (rolling, casting, quench cooling, cleaning and etching) aluminium in rolling emulsions, contact cooling water and cleaning or etching rinses BPT 49.55 mg/off-kg daily maximum for solution heat treatment contact cooling water, 0.525 mg/off-kg for rolling with neat oils
    • secondary aluminium smelting (wet processing of dross and residues) aluminium with fluoride and ammonia in residue processing wastewater BPT 30-day average 1.0 kg/t product, fluoride 0.4 kg/t
    • steel slag disposal drainage dissolved aluminium as aluminate in pH above 10 slag leachate rich in calcium and zinc 36 year dataset, northern England

    1 · Identity

    Symbol, number
    Al, 13
    Oxidation states in water
    +3 only. Al³⁺ as the hexaaqua ion in acid water, hydrolysed stepwise to AlOH²⁺, Al(OH)₂⁺, solid Al(OH)₃ near neutral pH and the aluminate anion Al(OH)₄⁻ in alkaline water; polynuclear hydroxy cations in prehydrolysed coagulants; complexes with fluoride, sulfate, phosphate, silicate and natural organic matter.
    Note
    The element entry covers the ores, the smelter and the properties narrative already notes that the coagulants work by the same hydrolysis that makes acid soils toxic. This chapter is the water side: which aluminium species exists at which pH, how alum and PACl consume alkalinity, and what keeps residual aluminium below 0.1 mg/L.

    2 · Occurrence in water

    Natural sources
    Weathering of aluminosilicates; dissolved aluminium is low near neutral pH because Al(OH)₃ caps it, and rises in acid waters (acid rain catchments, acid mine drainage, organic rich peat waters) where Al³⁺ and organic complexes are mobilised (WHO background document).
    Anthropogenic sources
    Carry over from aluminium coagulants is the main source in drinking water; acid mine drainage and metal pickling; alumina refinery red mud liquor and anodising rinse waters in the ledger's chemical and metals chapters (no concentration read for them here).
    matrixtypical rangenote
    natural water, near-neutral pH0.001 to 0.05 mg/Ldissolved aluminium
    natural water, acidic or rich in organic matter0.5 to 1 mg/Lregion-dependent
    acid mine drainageup to 90 mg/Lmaximum reported, no rangeextreme acidity
    drinking water, alum coagulation plants, USA0.01 to 1.3, average 0.16 mg/Lsurveys of the 1980streated water at facilities using aluminium sulfate; a second US survey of 186 supplies gave median 0.1 mg/L and maximum 2.7 mg/L at alum plants
    drinking water, surface water plants using aluminium salts, Canadamean 101 (provincial means 20 to 174) µg/Ltotal aluminium
    seawater0.002 mg/Lsingle figure, no rangeestimated oceanic abundance, Jefferson Lab figure via PubChem, as in the element entry

    3 · Speciation

    Aluminium in water is a solubility story governed by pH. Below about pH 5 the hexaaqua Al³⁺ ion and its first hydrolysis products dominate and aluminium is dissolved and toxic to fish and plants; between about pH 5.5 and 7 amorphous Al(OH)₃ precipitates and dissolved aluminium is at its minimum (WHO puts the minimum in pure water at pH 5.5 to 6.0); above pH 7 to 8 the aluminate anion Al(OH)₄⁻ redissolves it. Fluoride, sulfate, phosphate, silicate and humic substances form complexes that keep aluminium in solution beyond what the hydroxide alone allows. Coagulation exploits the middle of the curve: alum or PACl dosed at pH 5 to 7 hydrolyses within seconds to positively charged hydroxy polymers and then to Al(OH)₃ floc.

    conditiondominant speciesnote
    acid water, pH below 5 (acid rain lakes, mine drainage)Al³⁺ (hexaaqua), AlOH²⁺, AlF²⁺, AlSO₄⁺, organic complexesdissolved; the form toxic to fish gills and to plant roots in acid soils
    pH 5.5 to 7, oxicAl(OH)₃ (s), amorphous, ageing to gibbsite; Al(OH)₂⁺ and Al(OH)₄⁻ at trace level; Al bound to natural organic matterminimum solubility; the coagulation window
    alkaline water, pH above 8Al(OH)₄⁻ (aluminate)dissolved again; the reason residual aluminium rises when coagulation pH drifts high and why lime softening plants can carry aluminate
    prehydrolysed coagulant solution (PACl), pH 3 to 5polynuclear hydroxy aluminium cations, including the Al₁₃ polymer, and AlCl₃ hydrolysis productsthe preformed polymers give PACl its charge neutralisation power at low dose and in cold water (MWH chapter 9, not re-read)
    Solubility
    Controlled by amorphous Al(OH)₃ in fresh floc and by gibbsite in aged deposits; dissolved aluminium is lowest at pH 5.5 to 6.0 in pure water (WHO) and about 6 to 6.5 in natural water with sulfate and organic matter, rising on both sides. No solubility products are quoted because the sources read do not print them.
    Hydrolysis
    Al³⁺ hydrolyses stepwise, releasing one proton per step, to AlOH²⁺, Al(OH)₂⁺, Al(OH)₃ and Al(OH)₄⁻; the first hydrolysis constant is near pK 5 (Stumm and Morgan chapter 6, not re-read), so aluminium salts are acidic and every mole of alum dosed consumes six equivalents of alkalinity. Partial neutralisation before dosing (basicity, OH to Al ratio) is what distinguishes PACl from alum.
    Complexation
    Fluoride (AlF²⁺ and higher fluoro complexes), sulfate and phosphate as inorganic ligands; humic and fulvic acids as the organic ligands that hold aluminium in brown waters; silicate forms hydroxyaluminosilicates (WHO background document lists the ligands; constants not printed).
    Precipitates
    Al(OH)₃ (amorphous, then gibbsite), AlPO₄ (phosphorus removal), hydroxyaluminosilicates, basic aluminium sulfate in acid sulfate systems; Al(OH)₃ floc carries adsorbed arsenate, fluoride, phosphate and natural organic matter.
    AlX3++HX2OAlOHX2++HX+\ce{Al^3+ + H2O <=> AlOH^2+ + H+}
    first hydrolysis step, pK about 5 at 25 C; the source of the acidity of alum solutions
    AlX3++3HX2OAl(OH)X3(s)+3HX+\ce{Al^3+ + 3 H2O -> Al(OH)3 (s) + 3 H+}
    pH 5.5 to 7; the coagulation reaction, complete within seconds of dosing
    Al(OH)X3(s)+OHXAl(OH)X4X\ce{Al(OH)3 (s) + OH- <=> Al(OH)4^-}
    pH above about 8; aluminate redissolves the floc and raises residual aluminium
    AlX2(SOX4)X314HX2O+6HCOX3X2Al(OH)X3(s)+3SOX4X2+6COX2+14HX2O\ce{Al2(SO4)3.14H2O + 6 HCO3^- -> 2 Al(OH)3 (s) + 3 SO4^2- + 6 CO2 + 14 H2O}
    alum (14-hydrate, 594 g/mol) consuming bicarbonate alkalinity; from the stoichiometry, 6 equivalents per mole gives about 0.5 mg as CaCO3 consumed per mg alum, and the carbon dioxide released depresses pH
    AlOHX2++HX2OAl(OH)X2X++HX+\ce{AlOH^2+ + H2O <=> Al(OH)2^+ + H+}
    the second hydrolysis step; each step releases a proton, which is why the acidity of an alum solution is not one equivalent per aluminium but three by the time the floc has formed
    13AlX3++28HX2OAlX13OX4(OH)X24X7++32HX+\ce{13 Al^3+ + 28 H2O -> Al13O4(OH)24^7+ + 32 H+}
    the Al13 Keggin polymer, preformed in a polyaluminium chloride by partial neutralisation before dosing; a charge of plus seven on one particle is what gives PACl its charge neutralisation at low dose and in cold water, and the protons have already been neutralised in the drum instead of in the plant
    AlX3++6FXAlFX6X3\ce{Al^3+ + 6 F^- <=> AlF6^3-}
    hexafluoroaluminate; fluoride is the ligand that holds aluminium in solution past the hydroxide minimum, and the same complex is why a fluoridated or fluoride bearing water raises residual aluminium and why aluminium interferes with the fluoride electrode
    2Al(s)+2OHX+6HX2O2Al(OH)X4X+3HX2(g)\ce{2 Al (s) + 2 OH- + 6 H2O -> 2 Al(OH)4^- + 3 H2 (g)}
    caustic etching and cleaning of aluminium in anodising and surface treatment; the metal dissolves as aluminate with hydrogen evolution, which is why an etch line effluent is a strong alkaline aluminate stream that precipitates its aluminium only when neutralised back to pH 6 to 7

    4 · Role in treatment

    as a problem
    residual aluminium after coagulation
    unsettled Al(OH)₃ colloids passing the filters, or dissolved aluminate when coagulation pH is too high; residual deposits later as floc in the distribution system
    WHO practicable levels 0.1 mg/L (large plants) and 0.2 mg/L (small plants, fewer than 10,000 people); colour and turbidity where residuals are high
    post-precipitation and floc deposits in mains
    aluminium carried over as dissolved or colloidal species precipitates slowly in the network
    WHO fact sheet: minimising deposition of aluminium floc in distribution systems is one reason to keep average residuals below the practicable levels
    alkalinity and pH depression
    hydrolysis consumes about 0.5 mg alkalinity as CaCO₃ per mg alum; soft, low alkalinity water needs lime, caustic or soda ash added to hold the coagulation pH
    from the stoichiometry above; PACl consumes less because part of the hydroxide is already built in
    AlX2(SOX4)X314HX2O+6OHX2Al(OH)X3(s)+3SOX4X2+14HX2O\ce{Al2(SO4)3.14H2O + 6 OH- -> 2 Al(OH)3 (s) + 3 SO4^2- + 14 H2O}
    the alkali make-up written against the commercial 14-hydrate: 6 mol of hydroxide per mol of alum, that is 0.40 mg NaOH or 0.37 mg Ca(OH)2 per mg of alum by mass, before any acid already in the water is counted
    dissolved aluminium in acid waters
    acid rain and acid mine drainage mobilise Al³⁺, which precipitates on fish gills and in receiving water when pH rises
    the element entry: acid soils release Al³⁺ and crops yield less; the acid rain effect on lakes
    sludge
    every mg of aluminium dosed ends as gelatinous Al(OH)₃ sludge with the removed solids and organic matter
    alum sludge is harder to dewater than ferric sludge; not quantified in the sources read
    as a reagent
    coagulant: aluminium sulfate (alum)
    hydrolysis to positively charged hydroxy species and Al(OH)₃ floc; charge neutralisation of colloids and natural organic matter at low dose, sweep coagulation at high dose
    AlX3++3HCOX3XAl(OH)X3(s)+3COX2\ce{Al^3+ + 3 HCO3^- -> Al(OH)3 (s) + 3 CO2}
    optimum pH 5 to 7 (US EPA arsenic design manual); doses up to about 40 mg/L alum for arsenic and turbidity; iron hydroxides are the more stable flocs between pH 5.5 and 8.5, alum the cheaper reagent
    coagulant: polyaluminium chloride (PACl) and aluminium chlorohydrate
    prehydrolysed, partly neutralised aluminium chloride whose polynuclear cations adsorb and neutralise charge directly; less alkalinity consumed, smaller pH depression, better performance in cold water and at low dose
    13AlX3++28HX2OAlX13OX4(OH)X24X7++32HX+\ce{13 Al^3+ + 28 H2O -> Al13O4(OH)24^7+ + 32 H+}
    basicity (OH to Al ratio) defines the product; MWH chapter 9 (not re-read); the polymer is made in the drum by this hydrolysis, so the protons it would have released in the plant have already been neutralised, which is the whole of the alkalinity advantage
    sodium aluminate
    aluminate anion supplies aluminium and hydroxide together; raises pH and alkalinity instead of consuming them, used with alum in soft water and in lime softening
    Al(OH)X4X+HX+Al(OH)X3(s)+HX2O\ce{Al(OH)4^- + H+ -> Al(OH)3 (s) + H2O}
    the element entry names it among the standard coagulants; the equation is the reverse of the aluminate dissolution
    chemical phosphorus removal in wastewater
    aluminium precipitates orthophosphate as AlPO₄ and adsorbs it on Al(OH)₃
    AlX3++HPOX4X2AlPOX4(s)+HX+\ce{Al^3+ + HPO4^2- -> AlPO4 (s) + H+}
    Metcalf and Eddy chapter 6: the theoretical ratio is 1 mol Al per mol P; practice doses 1.5 to 3 times that because Al(OH)3 forms in parallel (from the chapter, not re-read)
    activated alumina adsorbent
    granular aluminium oxide exchanges hydroxide for arsenate, fluoride and other anions on its surface
    Al(OH)X3(s)+FXAl(OH)X2F(s)+OHX\ce{Al(OH)3 (s) + F^- -> Al(OH)2F (s) + OH-}
    for arsenic the optimum is pH 5.5 to 6.0; selectivity OH^- above H2AsO4^- above silicate above F^-; problem levels of iron 0.5 mg/L and manganese 0.05 mg/L coat the media (EPA arsenic design manual); written as the surface ligand exchange, which is why hydroxide heads the selectivity sequence, why the bed works best at pH 5.5 to 6 where the surface is protonated, and why caustic strips it again in regeneration (MWH chapter 16 for the fluoride case)

    5 · Removal and control

    optimised coagulation, flocculation, sedimentation and filtration
    keeping the coagulation pH near the solubility minimum, avoiding overdose, mixing the coagulant well at the point of application, flocculating at the right paddle speed and filtering the floc efficiently
    AlX3++3HX2OAl(OH)X3(s)+3HX+\ce{Al^3+ + 3 H2O -> Al(OH)3 (s) + 3 H+}
    the WHO list of operational measures; pH 6 to 7 for alum in most waters
    Efficiency
    0.1 mg/L or less achievable in large plants under good operating conditions, 0.2 mg/L in small plants
    Interferences
    natural organic matter and fluoride hold aluminium in solution; cold water slows floc formation; high pH forms aluminate
    neutralisation of acid water (lime, limestone)
    raising pH from below 4 to 6 to 7 precipitates dissolved Al³⁺ as Al(OH)₃ together with iron
    2AlX3++3Ca(OH)X22Al(OH)X3(s)+3CaX2+\ce{2 Al^3+ + 3 Ca(OH)2 -> 2 Al(OH)3 (s) + 3 Ca^2+}
    acid mine drainage treatment; the aluminium sludge is part of the high density sludge
    Efficiency
    not quoted in the sources read
    Interferences
    sulfate forms basic aluminium sulfates; re-dissolution if pH overshoots above 8.5
    membrane filtration and reverse osmosis
    colloidal Al(OH)₃ is retained by microfiltration and ultrafiltration; dissolved aluminium by reverse osmosis
    not described for aluminium in the sources read; generic
    Efficiency
    not quoted
    Interferences
    aluminium hydroxide fouls membranes when coagulant is overdosed ahead of them

    6 · Analytics

    methodstandarddetection limitnote
    ICP-MSEPA 200.8 (mass 27); ISO 17294-2EPA 200.8 instrument detection limit 0.05 µg/L scanning, 0.02 µg/L selected ion monitoringtotal aluminium after acid digestion; dissolved after 0.45 µm filtration
    ICP-OESEPA 200.7 (308.215 nm); ISO 11885EPA 200.7 instrument detection limit 45 µg/L, total recoverable method detection limit 0.02 mg/L; WHO quotes 40 to 100 µg/L for ICP-AES
    graphite furnace AASISO 15586working range 0.01 to 0.1 mg/L (WHO background document); flame AAS 5 to 100 mg/L
    eriochrome cyanine R colorimetryStandard Methods 3500-Al Bnot readred to pink complex at pH 6.0 read at 535 nm; an EDTA-complexed portion serves as blank for colour and turbidity; ascorbic acid removes iron and manganese interference (method abstract)
    pyrocatechol violet spectrometryISO 10566 (WHO cites ISO 1994)2 µg/Lmeasures aquated cations and forms readily converted to them by acidification
    Sampling pitfalls
    Total, dissolved and reactive aluminium differ by an order of magnitude in coagulated water; filter 0.45 µm in the field for dissolved aluminium and state the fraction. Colloidal Al(OH)₃ settles and adheres to bottle walls, so acidify total aluminium samples at once. Speciation (labile monomeric versus organically bound) needs field separation, not read in the sources this session.

    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 a health-based value of 0.9 mg/L could be derived from the JECFA PTWI of 1 mg/kg body weight (20 percent allocation, 60 kg, 2 L/day) but exceeds practicable levels; practicable levels based on optimised coagulation are 0.1 mg/L or less in large plants and 0.2 mg/L or less in small ones; assessment 2009
    EU DWD 2020/2184200 µg/LAnnex I Part C indicator parameter; uncertainty of measurement 25 percent of the parametric value (Annex III)
    US EPA0.05 to 0.2 mg/LNational Secondary Drinking Water Regulation, non enforceable; effect listed as coloured water; aluminium is absent from the primary standards table
    discharge
    bodylimitnote
    EU CWW BREF BAT-AEL (Decision 2016/902)not set aluminium is not among the BAT 12 parameters
    US EPA 40 CFR effluent guidelinesnot set other categories not readno aluminium limit in the metal finishing (433), steam electric (423), coal mining (434), textile (410) or tanning (425) sections read this session
    Abu Dhabi ADS 23/2017, discharge to the marine environment (EAD)20 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 sewer100 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 aluminium is not a ZDHC wastewater parameter; the EU textiles BAT conclusions (2022) likewise list no aluminium BAT-AEL

    8 · Health and environmental effects

    Toxicity
    Little indication of acute oral toxicity; drinking water is usually under 5 percent of intake, food and antacids dominate. JECFA PTWI 1 mg/kg body weight (2007) for all aluminium compounds, expressed as a weekly value because of possible bioaccumulation. Epidemiological studies associating aluminium in drinking water above 100 µg/L with Alzheimer disease give relative risks below 2.0 and cannot be dismissed, but confounding and total intake were not controlled (WHO fact sheet, citing the 1997 EHC monograph).
    Bioaccumulation
    Absorption from water is usually less than 1 percent and depends on solubility, pH and speciation; JECFA kept a weekly rather than daily value because of the potential for accumulation (WHO).
    Ecotoxicity
    US EPA 2018 freshwater aquatic life criteria for aluminium vary with pH, total hardness and dissolved organic carbon: acute 1 to 4,800 µg/L and chronic 0.63 to 3,200 µg/L total recoverable aluminium, calculated per site; the 1988 fixed values were 750 µg/L acute and 87 µg/L chronic at pH 6.5 to 9.0. Acid water aluminium is the classic fish kill mechanism of acidified lakes.

    Flags

    • The occurrence figures for treated water are 1980s surveys quoted by the 2010 WHO background document; modern plants run lower.
    • The seawater figure is a single PubChem abundance figure, not a range.
    • The first hydrolysis constant (pK about 5), the PACl description and the membrane note are cited to textbook chapters from memory, not re-read this session.
    • The alum alkalinity consumption (about 0.5 mg as CaCO₃ per mg alum 14-hydrate) is computed from the stoichiometry, not printed by a source read.
    • The lime neutralisation equation for acid water is written here as the stoichiometry; the sources read describe neutralisation without printing it.
    • The phosphorus precipitation ratio (1.5 to 3 times stoichiometric) is from Metcalf and Eddy chapter 6 by memory.
    • Abu Dhabi values cover two media (marine 20 mg/L, sewer 100 mg/L) and differ five fold; other GCC states not read.
    • The 2018 EPA aluminium criteria are site specific; the ranges quoted are the span of the calculator, not a single number.

    Gaps

    • No solubility product, hydrolysis constant table or complexation constants were read; Stumm and Morgan chapter 6 has them (from the chapter, not re-read).
    • Alum sludge production and dewatering figures were not sourced.
    • ISO 10566 is cited by number only; its catalogue page was not opened, so no url is given.
    • The Standard Methods 3500-Al B detection limit was not read.
    • Other GCC discharge standards (Saudi, Oman, Qatar) were not read.
    • PACl basicity ranges and cold water performance are cited to MWH chapter 9 without re-reading; the Al₁₃ Keggin formula and the activated alumina ligand exchange are written from MWH chapters 9 and 16 on the same basis, from the chapter, not re-read, and no formation or surface constants were read.
    • The caustic etch equation is standard amphoteric chemistry consistent with the book's own aluminium entry; no etch bath composition or spent liquor analysis was read.

    Sources

    WHO Guidelines for Drinking-water Quality, 4th ed. incorporating the first and second addenda (2022), chapter 12 chemical fact sheet, Aluminium (pp. 333 to 335)
    WHO, Aluminium in Drinking-water, background document for development of WHO Guidelines for Drinking-water Quality, WHO/HSE/WSH/10.01/13 (2010), sections 1.5, 2.1, 6.1 and 6.2
    Directive (EU) 2020/2184 on the quality of water intended for human consumption (recast), Annex I Parts B and C and Annex III
    US EPA, Secondary Drinking Water Standards: Guidance for Nuisance Chemicals
    US EPA, Arsenic Treatment Technology Design Manual for Small Systems, draft for peer review (June 2002), sections 2.5.2 (activated alumina, Table 2-3) and 2.7.1 (coagulation, optimum pH and doses)
    US EPA, Final 2018 Aquatic Life Ambient Water Quality Criteria for Aluminum in Freshwater, fact sheet, Table 1
    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
    40 CFR 433.15, Pretreatment standards for existing sources (PSES), metal finishing point source category
    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, anions and metals tables and sludge Table 4A
    US EPA Method 200.8, Revision 5.4 (1994), Determination of trace elements in waters and wastes by ICP-MS, Table 1 (instrument detection limits) and Table 2 (molecular ion interferences)
    US EPA Method 200.7, Revision 4.4 (1994), Determination of metals and trace elements in water and wastes by ICP-AES, Table 1 (wavelengths and instrument detection limits), Table 4 (method detection limits) and Table 5 (argon plasma conditions)
    ISO 17294-2:2023, Water quality. Application of ICP-MS. Part 2: Determination of selected elements including uranium isotopes
    ISO 11885:2007, Water quality. Determination of selected elements by inductively coupled plasma optical emission spectrometry (ICP-OES)
    ISO 15586:2003, Water quality. Determination of trace elements using atomic absorption spectrometry with graphite furnace (Ag, Al, As, Cd, Co, Cr, Cu, Fe, Mn, Mo, Ni, Pb, Sb, Se, Tl, V, Zn)
    Standard Methods for the Examination of Water and Wastewater (online edition), 3500-Al Aluminum (B. Eriochrome cyanine R method)
    ISO 10566:1994, Water quality. Determination of aluminium. Spectrometric method using pyrocatechol violet (cited by WHO as ISO 1994; catalogue page not read)
    PubChem element summary for aluminium; estimated oceanic abundance 2 x 10^-3 mg/L (PUG View, reference 5, Jefferson Lab)
    The Element Book, layer 1 entry for aluminium (data/elements/Al.json and data/reference/text/Al.json)
    Stumm, W. and Morgan, J. J., Aquatic Chemistry, 3rd ed. (Wiley, 1996), chapter 6 (metal ions in aqueous solution: hydrolysis of Al^3+) and chapter 7 (precipitation and dissolution)
    Crittenden, J. C. et al., MWH's Water Treatment: Principles and Design, 3rd ed. (Wiley, 2012), chapter 9 (coagulation and flocculation: alum, PACl, alkalinity consumption) and chapter 12 (membrane filtration)
    Metcalf and Eddy, Wastewater Engineering: Treatment and Resource Recovery, 5th ed. (McGraw-Hill, 2014), chapter 6 (chemical precipitation of phosphorus with aluminium)
    Burke I. T., Peacock C. L., Lockwood C. L., Stewart D. I., Mortimer R. J., Ward M. B., Renforth P. and others, Behavior of aluminum, arsenic, and vanadium during the neutralization of red mud leachate by HCl, gypsum, or seawater, Environmental Science and Technology 47(12), 6527 to 6535 (2013), doi 10.1021/es4010834 (abstract)
    EU Reference Document on Best Available Techniques for the Surface Treatment of Metals and Plastics (August 2006), section 2.5.23 chemical milling and section 4.11.3.1 retardation regeneration of sulphuric acid anodising solution (read from the Internet Archive copy of the EIPPCB PDF)
    Turk O. K., Zoungrana A., Cakmakci M., Performances of PTFE and PVDF membranes in achieving the discharge limit of mixed anodic oxidation coating wastewaters treated by membrane distillation, Environmental Science and Pollution Research 31, 39663 to 39677 (2024), doi 10.1007/s11356-024-33830-9 (abstract)
    40 CFR 467.12, Effluent limitations (BPT), aluminum forming point source category, Subpart A rolling with neat oils (core, continuous sheet casting, solution heat treatment contact cooling water, cleaning or etching)
    40 CFR 421.32, Effluent limitations (BPT), nonferrous metals manufacturing point source category, Subpart C secondary aluminum smelting, paragraph (d) wet processing of residues
    Riley A. L. and Mayes W. M., Long-term evolution of highly alkaline steel slag drainage waters, Environmental Monitoring and Assessment 187, 463 (2015), doi 10.1007/s10661-015-4693-1 (abstract)

    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.