SecondaryTreatment

Reference

Wastewater Treatment Glossary

Concise, engineering-accurate definitions of the terms used across secondary treatment — from BOD and SRT to MBBR, MBR and SBR.

BOD₅
Biochemical Oxygen Demand over 5 days — the oxygen microorganisms need to break down biodegradable organic matter. The Urban Wastewater Treatment Directive sets a secondary-treatment standard of 25 mg/L (70–90% reduction).
COD
Chemical Oxygen Demand — the oxygen equivalent of chemically oxidisable matter, including non-biodegradable fractions. The directive standard is 125 mg/L (75% reduction).
TSS
Total Suspended Solids — particulate matter in the water. The directive sets a typical secondary standard around 35 mg/L; effluent TSS carries associated BOD and phosphorus.
MLSS
Mixed Liquor Suspended Solids — the concentration of biomass (activated sludge) held in the aeration basin.
SRT
Solids Retention Time (sludge age) — the average time biomass stays in the system. It governs nitrification capacity and sludge production and is a central design lever.
HRT
Hydraulic Retention Time — the average time the water itself spends in a tank or process.
F/M ratio
Food-to-Microorganism ratio — the organic load applied relative to the biomass available to treat it; a key operating indicator for activated sludge.
SVI
Sludge Volume Index — a measure of how well activated sludge settles. A high SVI signals bulking and poor settling.
DO
Dissolved Oxygen — oxygen available to the aerobic biology. A setpoint around 2 mg/L in the aerobic zone is typical for BOD removal and nitrification.
Nitrification
The aerobic, two-step biological oxidation of ammonia to nitrate by autotrophic bacteria. It is temperature- and SRT-sensitive.
Denitrification
The anoxic biological reduction of nitrate to nitrogen gas, used for total-nitrogen removal; it also recovers alkalinity.
EBPR
Enhanced Biological Phosphorus Removal — uses an anaerobic selector to favour phosphorus-accumulating organisms that store phosphorus in the biomass, removed with the waste sludge.
Activated Sludge
The conventional suspended-growth secondary process: an aeration basin plus a secondary clarifier with sludge return.
MBBR
Moving Bed Biofilm Reactor — a fixed-film process in which biomass grows on suspended plastic carriers, adding treatment capacity without a larger clarifier.
MBR
Membrane Bioreactor — combines biological treatment with membrane filtration, replacing the secondary clarifier and producing very high-quality, low-solids effluent in a compact footprint.
SBR
Sequencing Batch Reactor — a fill-and-draw activated-sludge process where all steps happen in one tank across timed phases.
IFAS
Integrated Fixed-Film Activated Sludge — a hybrid adding biofilm carriers into an activated-sludge basin to boost capacity, especially for nitrification.
RAS
Return Activated Sludge — settled sludge recycled from the clarifier back to the aeration basin to maintain the MLSS.
WAS
Waste Activated Sludge — the surplus sludge removed from the system for treatment and disposal; wasting rate sets the SRT.
Secondary Clarifier
The settling tank downstream of the aeration basin that separates treated water from the activated sludge.
Bulking
Poor sludge settling, often caused by filamentous organisms, leading to high SVI and solids carryover to the effluent.
PE
Population Equivalent — a unit expressing pollution load relative to one person; used to size plants and set directive thresholds.

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