Oxygen

    group 16 · period 2 · p-block · diatomic nonmetal

    fullOxygen is the master redox variable of water: dissolved oxygen decides whether a river lives, whether iron and manganese stay dissolved, whether a treatment plant nitrifies or denitrifies and whether a main corrodes; ozone, hydrogen peroxide and the hydroxyl radical are the strongest oxidants in the treatment toolbox; and oxygen transfer is the largest energy cost of wastewater treatment.

    Typical wastewaters

    • municipal sewage and other biodegradable discharges dissolved oxygen depleted by the oxygen demand of organic carbon and ammonia; Abu Dhabi marine discharge must carry at least 3.0 mg/L at the point of discharge
    • textile dyeing and finishing and leather tanning dissolved oxygen measured on site and reported, no limit value
    • urban waste water treatment plant discharges (EU) oxygen demand of the effluent: BOD₅ 25 mg/L O₂ and COD 125 mg/L O₂, or 70 to 90 and 75 percent reduction Annex I Table 1
    • dairy processing effluent BOD₅, the oxygen consumed in five days, as the regulated parameter receiving stations BPT 0.475 kg BOD₅ per 1,000 kg BOD₅ input daily maximum, 0.190 30-day average
    • palm oil mill effluent dissolved oxygen 2.6 to 4.1 mg/L with BOD 254 to 1,541 mg/L and COD 1,231 to 2,422 mg/L eight smallholder mills, Nigeria
    • intensive aquaculture effluent carbonaceous BOD₅ consumed across fluidised sand biofilters; outlet cBOD₅ 1.7 mg/L, 66 to 82 percent removal
    • dam spillway tailwater (total dissolved gas supersaturation) supersaturated dissolved oxygen and nitrogen from spill; EPA criterion 110 percent total dissolved gas, waivers to 120 percent Columbia and Snake River dams
    • regulated river below a hydropower station total gas pressure 96 to 133 percent, a chronic pollutant toxic to aquatic respiration Otra River, Norway; fish deaths with gas bubble trauma
    In the ledger's plant and process records, discharged by: Fruit and vegetables (Food and beverage) · Wine production (Food and beverage) · Starch production (Food and beverage) · Sugar manufacturing (Food and beverage) · Phenol (cumene route) (Chemicals) · Brewing (Food and beverage) · Grain milling (Food and beverage) · Meat processing (Food and beverage) · Oilseed processing and vegetable oil refining (Food and beverage) · Olive oil processing and refining (Food and beverage) · Ethylbenzene and styrene (Chemicals) · Speciality inorganic explosives (lead azide, lead trinitroresorcinate, lead picrate) (Chemicals) · Speciality inorganic pigments (iron oxide, chromium oxide, CIC, zinc sulphide, lithopone) (Chemicals) · Urea and UAN (Chemicals) · Abrasion peeling (Food and beverage) · Belt blanching with air cooling (Food and beverage) · Belt blanching with water cooling (Food and beverage) · Blanching (Food and beverage) · Cheese (Food and beverage) · Dairies (Food and beverage) · Dried fruit (Food and beverage) · Drum blancher with countercurrent water cooling (Food and beverage) · Dry caustic peeling (Food and beverage) · Enzymatic peeling (Food and beverage) · Fish and shellfish processing (Food and beverage) · Frozen fruit and vegetables (Food and beverage) · Fruit juice (Food and beverage) · Fruit preserves (Food and beverage) · Heat-treated and frozen vegetables (Food and beverage) · Heat-treated fruit (Food and beverage) · Knife peeling (Food and beverage) · Peeling (Food and beverage) · Pickling of vegetables (Food and beverage) · Potato crisps (Food and beverage) · Potato fries (Food and beverage) · Potatoes (Food and beverage) · Ready meals containing predominantly fruit and vegetables (Food and beverage) · Steam blanching with air cooling (Food and beverage) · Steam peeling – batch process (Food and beverage) · Steam peeling – continuous process (Food and beverage) · Sugar refining (Food and beverage) · Tomatoes (Food and beverage) · Vegetable drying (Food and beverage) · Vegetable juice (Food and beverage) · Wet caustic peeling (Food and beverage) · Base metal ores (Cu, Ni, Pb, Sn, Zn) (Mining) · Iron ore and other metalliferous ores (Co, Cr, Mn, Mo, V, W) (Mining) · Ammonium nitrate and calcium ammonium nitrate (Chemicals) · Cyanides (sodium and potassium cyanide) (Chemicals) · Lower olefins (steam cracking) (Chemicals) · NPK and CN fertilisers (Chemicals) · Polystyrene (GPPS, HIPS, EPS) (Chemicals) · Silicones (polydimethylsiloxane) (Chemicals) · Toluene diisocyanate and methylene diphenyl diisocyanate (Chemicals) · Viscose fibres (staple, filament, lyocell) (Chemicals) · Cleaning (Food and beverage) · Confectionery (Food and beverage) · Distilled beverages (Food and beverage) · Drying of sugar beet pulp (Food and beverage) · Ethanol production (Food and beverage) · Fermentation (Food and beverage) · Maize starch (Food and beverage) · Modified (physical/chemical) starches (Food and beverage) · Potato starch (Food and beverage) · Soft drinks and nectar/juice (Food and beverage) · Sugar beet extraction (Food and beverage) · Sugar cane (Food and beverage) · Sweeteners (Food and beverage) · Thawing processes (Food and beverage) · Waste water treatment (Food and beverage) · Wheat starch (Food and beverage) · Whey (Food and beverage) · Yeast (Food and beverage) · Yoghurt (Food and beverage) · Chemical treatment (Mining) · Industrial minerals (potash, salt, kaolin, magnesite and others) (Mining) · Precious metal ores (Au, Ag, Pt): gold and silver extraction (Mining) · Surface extraction (Mining) · Underground extraction (Mining) · Diazotisation and azo coupling (Pharmaceuticals) · Esterification (Pharmaceuticals) · N-acylation (Pharmaceuticals) · Nitration (Pharmaceuticals) · Sulphonation (Pharmaceuticals) · Sulphonation with SO3 (Pharmaceuticals) · Desizing (Textile) · Easy-care finishing (Textile) · Mothproofing and antimicrobial finishing (Textile)

    1 · Identity

    Symbol, number
    O, 8
    Oxidation states in water
    -2 in water itself and in every oxyanion and oxide (sulfate, nitrate, phosphate, carbonate, the hydroxide precipitates); 0 as dissolved O₂ and as ozone O₃ (a neutral molecule that acts as a two electron oxidant to O₂); -1 in hydrogen peroxide and the hydroxyl radical, the intermediates of advanced oxidation. Superoxide and singlet oxygen appear in mechanisms but not in plant design.
    Note
    The element entry carries the atmosphere, air separation and the biological importance of O₂. This chapter is dissolved oxygen, ozone, peroxide and the oxidation and corrosion they drive. The Fe(II) oxygenation rate law and the oxidant doses for iron and manganese are in the iron chapter; nitrification oxygen demand is in the nitrogen chapter; aerobic BOD oxidation is in the carbon chapter; bromate is in the bromine chapter.

    2 · Occurrence in water

    Natural sources
    Dissolved oxygen enters from the atmosphere and from photosynthesis and is consumed by respiration and by the oxidation of reduced species; saturation falls with temperature and salinity, so warm, saline water holds least. Groundwater below the water table and stratified lake bottoms run out of oxygen and turn over to Fe(II), Mn(II), ammonia, sulfide and methane; that anoxic boundary is where most groundwater treatment problems begin (iron chapter). Ozone and peroxide occur naturally only at trace levels from photochemistry.
    Anthropogenic sources
    Oxygen depletion by sewage and other biodegradable discharges, the oldest water pollution problem and the reason for BOD limits; supersaturation below dams and in algal blooms; ozone generated on site for disinfection and oxidation; hydrogen peroxide dosed for advanced oxidation, sulfide control and dechlorination; pure oxygen and enriched air in activated sludge; oxygen scavengers (sulfite) in boiler feedwater.
    matrixtypical rangenote
    fresh water, dissolved oxygen at air saturation, sea level14.6 at 0 C; 9.1 at 20 C; 7.6 at 30 C mg/Ltextbook table from memorysolubility of oxygen in fresh water at one atmosphere, Metcalf and Eddy Appendix D, from the table and not re-read; lower with salinity and altitude
    ozonated drinking water, ozone residualbelow 0.1 to 1 mg/Ltypical concentrations found during water treatment; the solubility of 100 percent ozone at 20 C is only 570 mg/L and feed gas is below 14 percent ozone; residual 0.2 mg/L after 2.5 to 2.7 mg/L doses in a taste and odour study
    activated sludge aeration basin, dissolved oxygen1.5 to 2.0 mg/Ldesign practice, not a surveythe usual operating set point for carbon removal and nitrification (Metcalf and Eddy chapter 8, from the chapter)
    marine discharge, Abu Dhabiat least 3.0 mg/L
    region-dependent; a limit, not a survey
    the minimum dissolved oxygen an effluent may carry at the point of discharge
    seawater, oxygen as element857,000 mg/Lnot dissolved oxygenthe element entry's oceanic abundance figure counts the oxygen in the water molecules; dissolved O₂ in surface seawater is a few mg/L less than fresh water at the same temperature (general)

    3 · Speciation

    Dissolved oxygen is a neutral gas whose equilibrium concentration follows Henry's law and whose kinetics are everything: thermodynamically it should oxidise every reduced species in water, but it reacts fast only with Fe(II) above pH 7, sulfide and sulfite, and needs bacteria for ammonia, organic carbon and methane. Ozone is a stronger oxidant, second only to the hydroxyl radical among chemicals used in water treatment, sparingly soluble, and it decomposes spontaneously by a radical chain that yields about 1.5 mol of hydroxyl radicals per mol of ozone in pure water; under acid conditions direct molecular ozone oxidation dominates, at high pH or with UV or hydrogen peroxide the hydroxyl radical route takes over, which is the basis of advanced oxidation (EPA chapter 3). Hydroxyl radicals react at 10^10 to 10^13 per mol per second, near diffusion control, live microseconds and never exceed about 10⁻12 mol/L; bicarbonate and carbonate scavenge them.

    conditiondominant speciesnote
    oxic surface water and treated waterO₂ (aq) near saturationFe and Mn as oxides, nitrogen as nitrate, sulfur as sulfate
    anoxic groundwater, sediment, digesterno O₂; oxygen bound in sulfate, nitrate, then carbonate as the electron acceptors are used in orderthe redox ladder: oxygen, nitrate, manganese oxide, iron oxide, sulfate, carbon dioxide (Stumm and Morgan chapter 8)
    ozonated water, pH below 7molecular O₃ (aq) with a measurable residualdisinfection credit needs a residual; low pH and alkalinity stabilise ozone
    ozonated water, pH above 8, or with UV or H₂O₂hydroxyl radicals from ozone decomposition, little ozone residualadvanced oxidation; more bromate where bromide is present
    peroxide dosed waterH₂O₂, a weak acid (pKa about 11.6) and a slow oxidant aloneactivated by UV, ozone or Fe(II) to hydroxyl radicals; also a reductant toward chlorine and permanganate
    Solubility
    Oxygen: about 9.1 mg/L at 20 C in fresh water at sea level, falling with temperature and salinity (Metcalf and Eddy Appendix D). Ozone: 570 mg/L at 20 C for pure ozone gas, more soluble than oxygen but chlorine is 12 times more soluble than ozone; with feed gas below 14 percent ozone the driving force limits residuals to about 1 mg/L (EPA). Hydrogen peroxide is miscible.
    Hydrolysis
    Not applicable to O₂ and O₃. Hydrogen peroxide is a very weak acid.
    Complexation
    Molecular oxygen binds to Fe(II) and Mn(II) centres in the first step of their oxidation and to haemoglobin; no aqueous complexes of consequence in treatment.
    Precipitates
    Oxygen is the oxidant that makes the precipitates: Fe(OH)₃, MnO₂, elemental sulfur from sulfide, and calcium carbonate where CO₂ is stripped by aeration. Oxygen itself does not precipitate.
    3OX22OX3\ce{3 O2 -> 2 O3}
    ozone generation by corona discharge in dry air or oxygen, about 17 kWh per kg O3 (EPA chapter 3); the element entry gives the same reaction
    2OX33OX2\ce{2 O3 -> 3 O2}
    spontaneous decomposition in water through a radical chain; faster at high pH, high temperature and with organic matter, slower with bicarbonate and carbonate scavengers; net 1.5 mol hydroxyl radical per mol ozone in pure water
    OX3+BrXOBrX+OX2\ce{O3 + Br^- -> OBr^- + O2}
    ozone oxidises bromide to hypobromite (pKa of HOBr 8.7 at 25 C), which ozone or radicals oxidise on to bromate; ammonia diverts hypobromite to bromamines (EPA Figure 3-11)
    3OX3+BrXBrOX3X+3OX2\ce{3 O3 + Br^- -> BrO3^- + 3 O2}
    overall bromate formation, favoured at higher pH and higher ozone to bromide and ozone to DOC ratios; the bromine chapter carries the limits
    2OX3+HX2OX22OH+3OX2\ce{2 O3 + H2O2 -> 2 OH + 3 O2}
    peroxone: hydrogen peroxide accelerates ozone decomposition to hydroxyl radicals (OH here is the radical); EPA chapter 7; the stoichiometry is the accepted net reaction, written here, the manual describes the process
    FeX2++HX2OX2FeX3++OHX+OH\ce{Fe^2+ + H2O2 -> Fe^3+ + OH- + OH}
    Fenton reaction at pH 2 to 4, OH the hydroxyl radical; the advanced oxidation route named in the element entry and in Metcalf and Eddy chapter 6
    4Fe+3OX2+6HX2O4Fe(OH)X3(s)\ce{4 Fe + 3 O2 + 6 H2O -> 4 Fe(OH)3 (s)}
    overall corrosion of iron in oxic water; the cathodic step is the reduction of oxygen to hydroxide, the anodic step iron dissolution, written as the full reaction; oxygen, not acid, drives corrosion in aerated mains (MWH chapter 22)
    2SOX3X2+OX22SOX4X2\ce{2 SO3^2- + O2 -> 2 SO4^2-}
    oxygen scavenging by sulfite in boiler feedwater and the side reaction of sulfite dechlorination (four parts sulfite per part oxygen in the EPA dechlorination fact sheet, chlorine chapter)

    4 · Role in treatment

    as a problem
    oxygen depletion in receiving water
    biodegradable carbon and ammonia are oxidised by bacteria in the river, taking dissolved oxygen faster than reaeration returns it; the oxygen sag
    the basis of BOD and ammonia limits (carbon and nitrogen chapters); the US aquatic life criteria for dissolved oxygen are narrative and numeric in the 1986 Gold Book, not read this session
    anoxic groundwater
    without oxygen, iron, manganese, ammonia, sulfide and methane are all dissolved and arrive at the works together
    aeration is the first step of nearly every groundwater plant; iron and manganese chapters
    oxygen transfer cost
    aeration must supply 4.57 g O₂ per g of ammonia nitrogen and about 1 g per g of BOD removed, against a driving force of only a few mg/L; fine bubble diffusers and high purity oxygen raise transfer efficiency
    aeration is typically the largest electricity user of a wastewater plant (Metcalf and Eddy chapter 5)
    ozone by-products
    bromate from bromide; aldehydes, organic acids and assimilable organic carbon from natural organic matter, which cause regrowth unless biologically filtered; chloral hydrate when chlorine follows
    EPA chapter 3; bromate limits in the bromine chapter; systems using ozone must monitor bromate
    ozone gives no residual
    ozone decomposes within minutes, so a secondary disinfectant (chlorine or chloramine) is still needed in distribution
    EPA chapter 3
    ozone and oxygen off-gas hazards
    ozone is highly corrosive and toxic; off-gas must pass a destruct unit
    0.1 ppm by volume (0.2 mg/m₃) ambient monitoring, 1 to 2 percent (10 g/m₃) in destruct off-gas (EPA); the element entry gives 0.2 mg/m₃ as the 8-hour toxic threshold
    corrosion
    dissolved oxygen is the cathodic reactant of corrosion of iron, steel and copper in aerated water; deaeration protects boilers
    MWH chapter 22; the iron chapter for the products
    supersaturation and gas bubble disease
    spillways, algal blooms and pure oxygen basins supersaturate water; bubbles form in fish tissue
    general, not quantified in the sources read
    as a reagent
    aeration and oxygenation
    air or pure oxygen supplies the electron acceptor for aerobic biological treatment, strips CO₂, methane, hydrogen sulfide and volatile organics, and oxidises Fe(II) and Mn(II) ahead of filtration
    stoichiometric oxygen demand 0.14 mg O2 per mg Fe (iron chapter); pure oxygen gives higher rates with less stripping of volatiles and less odour (element entry)
    ozone for disinfection
    molecular ozone attacks the cell membrane and wall and then nucleic acids; inactivates Cryptosporidium and Giardia at CT values far below chlorine's
    CT credit needs a measured residual; pH has little effect on the inactivation itself but raises the decomposition rate, so higher pH needs more ozone to hold the residual; temperature likewise (EPA chapter 3)
    ozone for oxidation
    oxidises Fe(II), Mn(II), sulfide, taste and odour compounds, colour, pesticides and micropollutants; converts natural organic matter to biodegradable fragments removed on biological filters
    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 (iron chapter); ozone doses of 2.5 to 2.7 mg/L with 10 minutes contact reduced taste and odour in one study; above some critical pH ozone can increase trihalomethane precursors
    advanced oxidation (ozone plus peroxide, UV plus peroxide)
    hydroxyl radicals oxidise refractory organics that ozone alone cannot, toward mineralisation
    2OX3+HX2OX22OH+3OX2\ce{2 O3 + H2O2 -> 2 OH + 3 O2}
    peroxone, EPA chapter 7; hydroxyl radical route dominant at high pH, with UV or with H2O2; scavenged by bicarbonate and carbonate
    hydrogen peroxide alone
    slow oxidant for sulfide and for residual chlorine (as a reductant), and the reagent of the Fenton process with Fe(II)
    FeX2++HX2OX2FeX3++OHX+OH\ce{Fe^2+ + H2O2 -> Fe^3+ + OH- + OH}
    Fenton at pH 2 to 4 then neutralisation, for refractory industrial wastewater (Metcalf and Eddy chapter 6); the sulfide reaction is in the sulfur chapter
    oxygen scavenging
    sodium sulfite or bisulfite removes dissolved oxygen from boiler feedwater and reverse osmosis feed
    2SOX3X2+OX22SOX4X2\ce{2 SO3^2- + O2 -> 2 SO4^2-}
    boiler water conditioning; the same reaction wastes dechlorination sulfite (chlorine chapter)

    5 · Removal and control

    deaeration
    vacuum or thermal degassing, or sulfite scavenging, removes dissolved oxygen from boiler feedwater, oilfield injection water and reverse osmosis feed to stop corrosion
    2SOX3X2+OX22SOX4X2\ce{2 SO3^2- + O2 -> 2 SO4^2-}
    to below 0.1 mg/L by degassing and to the µg/L level with sulfite (general practice, not from a source read)
    Efficiency
    to µg/L
    Interferences
    air leaks
    ozone residual destruction
    ozone in water decomposes within minutes; off-gas passes a thermal or catalytic destruct unit
    2OX33OX2\ce{2 O3 -> 3 O2}
    EPA chapter 3: contactors are covered and off-gas routed to a destruct unit
    Efficiency
    complete
    hydrogen peroxide quenching
    residual peroxide after advanced oxidation is removed on activated carbon, with chlorine (which it reduces) or by catalase
    general practice, not from a source read; peroxide interferes with COD and chlorine residual tests
    Efficiency
    not quantified
    oxygen addition to effluent
    post aeration or cascade to meet a minimum dissolved oxygen at the outfall
    Abu Dhabi marine discharge requires at least 3.0 mg/L
    Efficiency
    to saturation

    6 · Analytics

    methodstandarddetection limitnote
    dissolved oxygen, iodometric (Winkler)Standard Methods 4500-O B and C; ISO 5813about 0.1 mg/Lthe reference method; azide modification for nitrite; fix on site
    dissolved oxygen, membrane electrodeStandard Methods 4500-O G; ISO 5814; EPA 360.1about 0.1 mg/Lthe ZDHC on-site method; needs flow past the membrane and temperature and salinity correction
    dissolved oxygen, optical luminescenceISO 17289; ASTM D₈₈₈about 0.1 mg/Lno membrane, no flow dependence; the usual process probe
    ozone residual, indigo colorimetryStandard Methods 4500-O₃ Babout 0.01 mg/LEPA: iodometric methods suffer interference from chlorine, peroxide, manganese, nitrogen oxides and ozone decomposition products; indigo is the reference; stripping methods for gas phase
    hydrogen peroxidetitanium sulfate or peroxidase colorimetry; permanganate titration for stocknot readno standard method number read
    Sampling pitfalls
    Dissolved oxygen must be measured in situ or fixed on site: a sample gains oxygen from air on the way to the laboratory if it is anoxic and loses it if it is supersaturated, and biological activity in the bottle changes it in minutes. Fill BOD bottles by displacement without bubbles. Ozone and peroxide residuals decay within minutes and are measured at the sampling point. Temperature, salinity and barometric pressure are needed to convert dissolved oxygen to percent saturation.

    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 no health based guideline for dissolved oxygen; it is an operational parameter (the 2022 fact sheet URL for dissolved oxygen returns no document, and the chapter 10 text was not read); ozone has no guideline value, bromate 10 µg/L is in the bromine chapter
    EU DWD 2020/2184not set no dissolved oxygen or ozone parameter in Annex I; oxidisability 5.0 mg/L O₂ is a measure of organic carbon (carbon chapter); bromate 10 µg/L
    US EPAnot regulated no dissolved oxygen standard and no maximum residual disinfectant level for ozone; bromate MCL 0.010 mg/L and the Stage 1 and 2 DBP rules apply to ozone plants
    discharge
    bodylimitnote
    EU CWW BREF BAT-AEL (Decision 2016/902)not set no dissolved oxygen parameter; the oxygen demand parameters (TOC, COD, BOD) are in the carbon chapter
    US EPA 40 CFR 133.102, secondary treatmentnot set no federal effluent dissolved oxygen requirement; minimum dissolved oxygen in the receiving water comes from state standards built on the 1986 criteria
    Abu Dhabi ADS 23/2017, discharge to the marine environment (EAD)at least 3.0 mg/L
    region-dependent; marine discharge only
    Table 1, dissolved oxygen, a minimum not a maximum
    Abu Dhabi DoE Trade Effluent Control Regulations 2022, discharge to sewernot set
    region-dependent; sewer discharge
    no dissolved oxygen row for sewer discharge
    industry thresholds
    sectorbodylimitnote
    textile and leatherZDHC Wastewater Guidelines v₂.1 (2022), dissolved oxygensample and report only mg/LTable 3, measured on site by ISO 5814, EPA 360.1 or SM 4500-O G; no limit value

    8 · Health and environmental effects

    Toxicity
    Dissolved oxygen is not a health parameter in drinking water. Ozone gas is toxic, above 0.2 mg/m₃ for an 8-hour day (element entry), and highly corrosive; ambient monitoring at 0.1 ppm by volume protects plant staff (EPA). Hydrogen peroxide is an irritant and oxidiser in the concentrated solutions dosed. Oxygen enriched atmospheres raise fire risk (element entry: above 25 percent many organic materials are highly flammable).
    Bioaccumulation
    Not applicable.
    Ecotoxicity
    Dissolved oxygen is the aquatic life criterion: the US EPA 1986 freshwater criteria and the saltwater criteria for Cape Cod to Cape Hatteras set minimum concentrations by life stage and averaging period (cited in the criteria table, the numbers not read this session); the Abu Dhabi marine specification requires at least 3.0 mg/L in the discharge itself. Ozone and peroxide residuals are acutely toxic to aquatic life and are destroyed before discharge.

    Flags

    • The oxygen solubility figures and the aeration set point are Metcalf and Eddy Appendix D and chapter 8 from memory, not re-read this session.
    • The peroxone and Fenton stoichiometries are the accepted net reactions written here; the EPA manual and Metcalf and Eddy describe the processes without printing them.
    • The EPA dissolved oxygen criteria document is a scanned PDF whose text could not be extracted; numeric criteria are therefore not quoted.
    • The WHO position on dissolved oxygen is inferred from the absence of a fact sheet; chapter 10 of the GDWQ was not read.
    • Deaeration and peroxide quenching performance are general practice, not from sources read.
    • Abu Dhabi values cover two media (marine outfall DO at least 3.0 mg/L; sewer no row); other GCC states not read.

    Gaps

    • No dissolved oxygen survey of rivers, groundwater or effluents was read; saturation values and set points stand in.
    • The numeric US dissolved oxygen criteria (1986) and the WHO chapter 10 text were not read.
    • No CT values for ozone disinfection are quoted; the EPA manual has the tables.
    • No oxygen transfer efficiencies, alpha factors or energy figures are quoted.
    • Hydrogen peroxide dosing rates for sulfide, dechlorination and Fenton are not sourced; hydrogen sulfide chemistry is in the sulfur chapter.
    • Other GCC discharge standards were not read.

    Sources

    US EPA, Alternative Disinfectants and Oxidants Guidance Manual, EPA 815-R-99-014 (April 1999), chapter 3 (ozone: chemistry, solubility, decomposition, by-products, Figure 3-11, monitoring) and chapter 7 (peroxone)
    Metcalf and Eddy, Wastewater Engineering: Treatment and Resource Recovery, 5th ed. (McGraw-Hill, 2014), chapter 5 (aeration), chapter 6 (advanced oxidation, Fenton), chapter 8 (activated sludge dissolved oxygen), Appendix D (oxygen solubility)
    MWH, Water Treatment: Principles and Design, 3rd ed. (Wiley, 2012), chapter 22 (internal corrosion, oxygen as cathodic reactant)
    Stumm, W. and Morgan, J. J., Aquatic Chemistry, 3rd ed. (Wiley, 1996), chapter 8 (redox sequence of electron acceptors)
    WHO GDWQ 4th ed. with addenda (2022), chapter 12 fact sheets read this session (pH, p. 452) confirming no dissolved oxygen sheet at the 2022 URL pattern
    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 MCLGs)
    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 with footnotes
    40 CFR 133.102, Secondary treatment (BOD5, suspended solids, pH)
    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), Schedule A Tables A1, A2 and A4
    ZDHC Wastewater Guidelines Version 2.1 (November 2022), Table 3 conventional parameters and anions
    US EPA, National Recommended Water Quality Criteria, Aquatic Life Criteria Table
    Standard Methods for the Examination of Water and Wastewater (online edition), 4500-O Oxygen (Dissolved), 4500-O3 Ozone (Residual)
    The Element Book, entries for oxygen (ozone formation, toxicity threshold, pure oxygen treatment, Fenton narrative, oceanic abundance) (data/elements/O.json, data/reference/text/O.json)
    Council Directive 91/271/EEC concerning urban waste water treatment, Annex I Table 1 (read on the legislation.gov.uk mirror)
    40 CFR 405.12, Effluent limitations (BPT), dairy products processing point source category, Subpart A receiving stations
    Ohimain E. I., Seiyaboh E. I., Izah S. C., Oghenegueke E. V., Some selected physico-chemical and heavy metal properties of palm oil mill effluents (2012), Zenodo record 3441038, doi 10.5281/zenodo.3441037 (abstract)
    Davidson J., Helwig N., Summerfelt S. T., Fluidized sand biofilters used to remove ammonia, biochemical oxygen demand, total coliform bacteria, and suspended solids from an intensive aquaculture effluent, Aquacultural Engineering 39(1), 6 to 15 (2008), doi 10.1016/j.aquaeng.2008.04.002 (abstract)
    McGrath K. E., Dawley E. M., Geist D. R., Total Dissolved Gas Effects on Fishes of the Lower Columbia River, Pacific Northwest National Laboratory report for the US Army Corps of Engineers (2006), doi 10.2172/918864 (abstract)
    Lennox R. J., Thiemer K., Vollset K. W., Pulg U. and others, Behavioural response of brown trout (Salmo trutta) to total dissolved gas supersaturation in a regulated river, Ecohydrology 15(1), e2363 (2022), doi 10.1002/eco.2363 (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.