Glossary
125 terms, A to Z.
A
- Activated sludge
- A biological treatment process in which a suspended population of microorganisms (mixed liquor) is aerated with wastewater, separated in a clarifier and returned.
- Aerobic
- A condition with dissolved oxygen present.
- Aerobic digestion
- Stabilization of sludge by aeration, used mostly at smaller plants.
- Alkalinity
- The capacity of water to neutralize acid, reported as mg/L CaCO3. Nitrification consumes 7.14 mg/L per mg/L ammonia-N.
- Alpha factor
- Ratio of oxygen transfer in mixed liquor to transfer in clean water. Often 0.4 to 0.7 for fine bubble diffusers.
- Ammonia (NH3-N)
- Reduced nitrogen in wastewater, toxic to aquatic life and oxidized by nitrifiers. Usually reported as mg/L nitrogen.
- Ammonia based aeration control (ABAC)
- Control strategy that adjusts DO setpoints from an ammonia measurement.
- Anaerobic
- A condition with no dissolved oxygen and no nitrate.
- Anaerobic digestion
- Stabilization of sludge without oxygen, producing biogas (methane and carbon dioxide).
- Anoxic
- A condition with no dissolved oxygen but nitrate present; where denitrification occurs.
- AOR
- Actual oxygen requirement: oxygen needed by the process under field conditions, lb/d.
- Autotroph
- An organism that uses inorganic carbon (CO2) for growth, such as nitrifying bacteria.
B
- Biochemical oxygen demand (BOD)
- The oxygen used by microorganisms to oxidize organic matter over 5 days at 20 C (BOD5).
- Biosolids
- Treated sewage sludge that meets regulatory requirements for beneficial use.
- Blanket (sludge blanket)
- The layer of settled sludge at the bottom of a clarifier.
- Blower
- Machine that supplies air to diffusers. Types include centrifugal, turbo and positive displacement.
- BNR
- Biological nutrient removal: biological removal of nitrogen and/or phosphorus.
- Bulking
- Poor settling and compaction of activated sludge, usually from excess filaments or slime.
C
- Carbonaceous BOD (CBOD)
- BOD with nitrification inhibited, measuring only carbon oxidation.
- Centrate
- Liquid removed by a centrifuge during dewatering; often high in ammonia.
- Chemical oxygen demand (COD)
- Oxygen equivalent of organic matter oxidized by a strong chemical oxidant.
- Chloramine
- Compound formed when chlorine reacts with ammonia; a weaker disinfectant than free chlorine.
- Chlorine demand
- Chlorine consumed by reactions with substances in water before a residual forms.
- Chlorine residual
- Chlorine remaining after demand is satisfied.
- Clarifier
- A tank where solids settle by gravity; primary or secondary.
- Coagulant
- Chemical (alum, ferric, PAC) that destabilizes particles so they clump.
- Complete mix
- Reactor where contents are uniformly mixed.
- Composite sample
- Sample made of multiple portions collected over time, often flow proportional.
- Contact stabilization
- Activated sludge variation with a short contact tank and a separate RAS reaeration tank.
- Critically loaded
- State point condition where the clarifier is near its thickening limit.
D
- Denitrification
- Biological conversion of nitrate to nitrogen gas under anoxic conditions.
- Detention time
- Volume divided by flow; the average time water spends in a tank.
- Dewatering
- Removing water from sludge to make cake, using centrifuges, belt presses or screw presses.
- Diffuser
- Device that releases air bubbles into the aeration basin.
- Dispersed growth
- Bacteria growing as single cells rather than floc; causes turbid effluent.
- Dissolved oxygen (DO)
- Oxygen dissolved in water, mg/L.
E
- EBPR
- Enhanced biological phosphorus removal using phosphorus accumulating organisms.
- Effluent
- Water leaving a process or plant.
- Endogenous respiration
- Microorganisms consuming their own cell material when food is scarce.
- EPS
- Extracellular polymeric substances: sticky material produced by bacteria that binds floc.
- Equalization
- Storing flow to even out variations in flow and load.
- Extended aeration
- Activated sludge with long detention and SRT, low F/M.
F
- F/M ratio
- Food to microorganism ratio: lb BOD per day per lb MLVSS under aeration.
- Facultative bacteria
- Bacteria that can use oxygen or other electron acceptors such as nitrate.
- Filament
- A chain of bacterial cells; excess causes bulking or foam.
- Filtrate
- Liquid from a belt press or filter during dewatering.
- Floc
- Clump of bacteria and particles held together by EPS.
- Flux (solids flux)
- Mass of solids moving through a unit area per unit time, lb/d/ft² or kg/m²/h.
- FOG
- Fats, oils and grease.
- Food
- Organic matter (BOD) used by microorganisms.
- Free-swimming ciliate
- Protozoan that swims using cilia and feeds on dispersed bacteria.
G
- Grab sample
- A single sample taken at one time.
- Gram stain
- Staining technique that separates bacteria by cell wall type; used in filament ID.
- Grit
- Heavy inorganic particles such as sand removed at the headworks.
H
- Headworks
- The preliminary treatment area: screens, grit removal, flow measurement.
- Heterotroph
- Organism that uses organic carbon for growth.
- Hindered settling
- Settling of a concentrated suspension as a mass with a clear interface.
- Hydraulic loading
- Flow per unit area or volume.
I
- Influent
- Water entering a process or plant.
- Internal recycle (IR)
- Pumping nitrified mixed liquor from the aerobic zone to the anoxic zone.
- Inventory
- Total pounds of solids under aeration (and sometimes in clarifiers).
L
- Limiting flux
- The maximum solids flux a clarifier can thicken at a given underflow rate.
M
- MCRT
- Mean cell residence time: SRT including clarifier solids.
- Mixed liquor
- The mixture of wastewater and activated sludge in the aeration basin.
- MLE
- Modified Ludzack-Ettinger: anoxic zone ahead of aerobic zone with internal recycle.
- MLSS
- Mixed liquor suspended solids, mg/L.
- MLVSS
- Mixed liquor volatile suspended solids, mg/L; approximates active biomass.
- Most open valve control
- Blower pressure control that keeps one air valve nearly fully open.
N
- Neisser stain
- Stain that shows polyphosphate granules and helps identify filaments.
- Nematode
- Small roundworm seen in older, stable sludge.
- Nitrate (NO3-N)
- Oxidized nitrogen produced by nitrification.
- Nitrification
- Biological oxidation of ammonia to nitrite and nitrate.
- Nitrite (NO2-N)
- Intermediate in nitrification; normally low.
- Nocardioforms
- Branched, Gram positive filaments that cause stable brown foam.
- NPDES
- National Pollutant Discharge Elimination System permit program.
O
- ORP
- Oxidation reduction potential, mV; indicates aerobic, anoxic or anaerobic conditions.
- OUR
- Oxygen uptake rate, mg/L/h.
- Overflow line
- Line on a state point diagram with slope equal to SOR.
- Overloaded (clarifier)
- State point condition where solids arrive faster than the clarifier can thicken.
P
- PAO
- Phosphorus accumulating organism.
- Pin floc
- Small, dense floc particles that settle fast but leave a hazy supernatant.
- Plug flow
- Reactor where flow moves through without much back mixing.
- Polymer
- Long chain organic chemical used to flocculate solids for thickening and dewatering.
- Pounds formula
- lb/d = flow (MGD) x concentration (mg/L) x 8.34.
- Primary clarifier
- Settling tank ahead of biological treatment.
- Protozoa
- Single celled organisms (ciliates, amoebae, flagellates) that graze on bacteria.
R
- RAS
- Return activated sludge pumped from the clarifier back to the aeration basin.
- RAS chlorination
- Controlled chlorine dosing to RAS to reduce filaments.
- Rising sludge
- Sludge floating to the clarifier surface, usually from denitrification gas.
- Rotifer
- Multicellular animal with a ciliated crown; indicates mature sludge.
S
- SBR
- Sequencing batch reactor.
- Screenings
- Debris removed by bar screens.
- Scum
- Floating material such as grease and foam skimmed from tanks.
- Selector
- A small zone at the head of a basin with high F/M that favors floc formers.
- Septic
- Stale wastewater with no oxygen, often with sulfide and odor.
- Settleometer
- Container for the 30 minute settling test.
- SLR
- Solids loading rate on a clarifier, lb/d/ft².
- SOR (aeration)
- Standard oxygen requirement: oxygen needed at standard clean water conditions.
- SOR (clarifier)
- Surface overflow rate, gpd/ft².
- SOTE
- Standard oxygen transfer efficiency of a diffuser, percent.
- SOUR
- Specific oxygen uptake rate, mg O2 per g VSS per hour.
- SRT
- Solids retention time: average time solids stay in the system.
- SSV30
- Settled sludge volume after 30 minutes, mL/L.
- Stalked ciliate
- Protozoan attached to floc by a stalk; indicates stable sludge.
- State point
- The intersection of the overflow line and the MLSS on a solids flux diagram.
- Step feed
- Feeding influent at several points along an aeration basin.
- Straggler floc
- Light, fluffy floc floating in the supernatant.
- Supernatant
- Clear liquid above settled sludge.
- SVI
- Sludge volume index: mL occupied by 1 g of sludge after 30 minutes of settling.
T
- Testate amoeba
- Amoeba with a shell; often seen at long SRT.
- Thickening
- Concentrating sludge before digestion or dewatering.
- TKN
- Total Kjeldahl nitrogen: organic nitrogen plus ammonia.
- Total suspended solids (TSS)
- Solids retained on a filter, mg/L.
U
- Underflow line
- Line on a state point diagram with slope equal to the underflow (RAS) rate per area.
- Underloaded (clarifier)
- State point condition with thickening capacity to spare.
- UV disinfection
- Disinfection by ultraviolet light.
V
- VA/ALK ratio
- Volatile acids to alkalinity ratio in an anaerobic digester; below 0.1 is normal.
- Vesilind equation
- Settling model Vs = V0 x e^(-kX) used in state point analysis.
- Viscous bulking
- Bulking caused by excess EPS slime rather than filaments.
- Volatile solids (VS)
- Portion of solids lost on ignition at 550 C; approximates organic matter.
- Volatile solids reduction (VSR)
- Percent of volatile solids destroyed in digestion.
W
- WAS
- Waste activated sludge removed from the system to control SRT.
- Weir
- Edge over which clarified water flows; notched weir plates spread flow evenly.
- Weir overflow rate
- Flow per foot of weir, gpd/ft.
Z
- Zone settling velocity
- Settling velocity of the sludge blanket interface in a hindered settling test.