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ActivatedSludge.comPractical wastewater process control

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.