GLOSSARY
Here you can browse words from A to Z.
A
Aerobic
In wastewater terms, biological or sludge processing under oxygen-rich conditions
Algae
Plants that contain chlorophyll and require sunlight - they vary from microscopic forms to giant seaweed
Anaerobic
In wastewater terms, biological or sludge processing under oxygen-deprived conditions
Anoxic
In wastewater terms, biological or sludge processing under oxygen-deprived conditions but with the presence of oxidized nitrogen
AOR
Actual Oxygen Demand of an aeration system for a specific site
B
Backwash
When the filter media becomes dirty or clogged the flow of water is reversed in the filter and the media is cleaned.
Ballast
Special electronic plug-in card mounted in racks inside the control cabinet for supply and control of lamp power
BEP
Best efficiency point of the pump
Blending
Mixing to blend two liquids
BOD
Biochemical Oxygen Demand is a measure of the quantity of oxygen used in the biochemical oxidation of organic matter in a specified time at a specific temperature.
BOD5
Biochemical oxygen demand measured during five days
C
Clarification
The process that reduces the amount of suspended matter in water
Coagulant
Chemicals added to water with suspended and colloidal solids to destabilize particles, allowing floc formation and removal by clarification, filtration, or both
COD
Chemical Oxygen Demand which is the amount of oxygen required to oxidize carbonaceous material using a strong chemical oxidant, normally dichromate ion
Coliform bacteria
A group of related bacteria comprised of the genera Escherichia, Enterobacter, and Klebsiella, commonly associated with the intestinal tracts of warm-blooded animals and shed in their fecal material
Control panel
A plastic or metal box that contains electronic devices that are used to manage a device such as a pump, filter, clarifier, etc.
D
DAF
Dissolved air flotation process that uses air dissolved in water under pressure that is released into the bottom of a treatment unit to attach to solids and float them to the surface where they are removed for subsequent processing
Denitrification
Biological reduction of nitrate with nitrogen gas as end product
Design flow
Max. flow which has to be the basis for layout of the system
Digestion
The process of stabilizing biological sludge for disposal and/or generate biogas
DO
Dissolved Oxygen is the concentration of oxygen in aqueous solution
DS
Dissolved solids of a sample. Often used with instead of TS with the meaning dry solids.
Dual Parallel lateral
A type of underdrain that has two conduits alongside each other with a series of orifices between them that distributes air and/or water.
E
Effluent
Flow of treated wastewater being discharged from the wastewater plant
Endocrines
Endocrine Disrupting Compounds (EDC’s, sometimes also referred to as hormonally active agents) are exogenous substances that act like hormones in the endocrine system and disrupt the physiologic function of endogenous hormones. Chemical (man made or natural) that mimics a hormone and disrupts growth, development and/or reproduction
F
Filtration
The passage of water through a granular material for the removal of solids
Flash mixing
High intensity mixing to effectively mix in i.e. chemicals
Flocculant
Usually a water soluble organic polymer that is used to agglomerate solids in the water to form large dense floc
Flocculation
The process of adding flocculants to create flocs for precipitation or sedimentation
Flocculent
Flocculation additive
Flotation
The processes of separating water constituents and/or thickening sludge
Flume
The conduit or area in a filter where water is collected and backwash water distributed
G
Geometric mean 30 days
Within 30 days the daily verified average value has to meet the required log reduction
Grit
Particles and heavy materials with high settling characteristics
Grout
A specific mixture of sand, cement and water
H
Head
Pressure expressed as length of liquid column
Headloss
The decrease of pressure or resistance to air and/or water flow
I
Inflow
The flow which is transported into wastewater treatment steps
J
Jet mixing
Mechanical type mixing used for blending, homogenization and water transport
L
Laminar flow
State of a liquid in which it flows in a streamline
Loading Rate
The flow rate per unit area, such as gallons per minute per square foot or meters per hour, etc.
Log reduction
Number of target microorganisms to be reduced in exponential figures (e.g. reduction of 10000 to 10 means a 4 log reduction)
M
MBBR
Moving Bed Bioreactor is suspended biofilm technology for secondary treatment in wastewater treatment plants
Media
Granular material such as anthracite (hard coal), silica sand, garnet, etc. used in a filter to collect dirt and/or grow biology
Micropollutants
May consist of Endocrines, Pestizides, Hormones, Pharmazeutics, Dioxans
MLR
Mixed Liquour Recirculation in secondary biological treatment
N
NBOD
Nitrogenous Biological Oxygen Demand
Newtonian fluid
Fluid which has constant dynamic viscosity properties independent on the shear rate
Non-Newtonian Fluid
Flow of a fluid having a viscosity that changes with increasing shear rate.
NPSHA
Net Positive Suction Head Available in the pumping system
NPSHR
Net Positive Suction Head Required which is a pump-specific value required to avoid cavitation. NPSHR < NPSHA is required.
Nutrient Removal
Nitrogen and phosphorus removal
NWRI validation
test report of a small scale field approval for a UV system (carried out by National Water Research Institute)
O
Orifice
An opening of specific size used to control or restrict the flow of air and/or water
OTE
Oxygen Transfer Efficiency
Oxidation ditch
Ditch (with aerobic conditions at some point) where wastewater is biologically treated by circulating the liquid in lanes
Ozone
Ozone or trioxygen (O3) is a triatomic molecule, consisting of three oxygen atoms. It is an allotrope of oxygen that is much less stable than diatomic O2.
P
PAO
Phosphorous Accumulating Organisms
Percentile
The percentage with which the required log reduction has to be achieved (e.g. 98 percentile, means that in 100 analysed samples 98 have to fulfil the disinfection target).
Point Source Summation
Empirical approach for calculation of the actual UV dose applied to the wastewater
Porous Plate
A flat panel that allows air and water to pass but does not allow media to pass through. The porous plate takes the place of graded gravel
R
Race Track
Ditch (with or without oxidation) where wastewater is biologically treated by circulating the liquid in lanes
Rack
Box inside the control panel where the ballasts are plugged in (6 cards per rack)
RAS
Return Activated Sludge which is a fraction of the sediment settled sludge that is returned to the secondary treatment biological processing to maintain sufficient concentration of activated sludge in the aeration tank.
Recycle Rate
Percentage of effluent water that is reused in the process
Relative roughness
the ratio between pipe surface roughness and pipe diameter which is used for friction loss calculations in pump systems
Reuse
Waste water is reused for irrigation purposes instead of discharged into a river (see regional reuse directives for your area).
Reynolds number
Dimensionless number used to evaluate head losses of a system
Rheology
In wastewater terms, the properties of the sludge
S
Saturator
Tank where water and air is mixed and a reservoir of saturated water is available for use in the process
SBR
Sequential Batch Reactor
Shear stress
Pressure term which is parallel to the face of the flowing liquid
Siphon
Hydraulic process in which a low enough pressure created at the discharge allows a fluid to flow upward and be transferred as long as the discharge point is at a lower elevation than the siphon starting point
Sludge
A term that is being replaced by residuals. The accumulated solids separated from liquid in the wastewater treatment process.
Sludge Removal System
Collection device that removes solids from the tanks in the separation process of the treatment plant
SOR
Standard Oxygen Requirement
SOTR
Standard Oxygen Transfer Rate
SS
Suspended Solids
Stabilization
In wastewater terms, the processes of reducing biological activity of sludge and reduce putrefaction potential
Support Gravel
Graded silica stone of a specific size used to prevent the passage of media through the orifices of an underdrain but allows the passage of air and water.
T
Target organism
Microorganism (viruses, bacteria, spores, protozoa) which has to be deactivated (dose definiton by a basic-factor referred to a reference organism)
TDS
The weight per unit volume of solids remaining after the sample has been filtered to remove suspended and colloidal solids. The solids passing the filter are evaporated to dryness.
TS
Total solid is the total amount of dry solid in a sample.
TSS
Total Suspended Solids is the measure of all suspended solids in a liquid
Turbidity
Measurement of light scatter and absorption in a sample of liquid
Turbulent flow
Flow characterized by chaotic behaviour and variations in the velocity profile
U
UBOD
Ultimate Biochemical Oxygen Demand which is a maximum BOD value calculated from BOD5
Underdrain
A device that supports the gravel and media during filtration and collects the filtered water while in backwash distributes the backwash water to clean the media
UV dose
The product of lamp-intensity and retention time (reduced by turbity, lamp aging, fouling, scaling and other intensity reducing factors)
UV disinfection
Deactivation of microorganisms (viruses, bacteria, spores, protozoa) DNA by UV-C light at a wave length of 254 nm.
V
VFA
Volatile Fatty Acids
Velocity Gradient
The measure of the mixing intensity in the water process. It is dependent on the power input, the liquid viscosity, and the tank volume
Viscosity (dynamic)
A fluid's resistance to stress
W
WAS
Waste Activated Sludge which is a removed fraction of the sludge that is generated from secondary treatment sedimentation
Washwater Trough
A plastic, fiberglass or metal half-pipe that distributes water during filtration and collects the backwash water during backwash.
Wastewater Aeration Lagoon
The aeration lagoon is a basin in which wastewater is treated and oxygen is supplied usually by means of surface or diffused aeration units. The action of the aerators and that of the rising air bubbles from the diffuser is used to keep the contents of the basin in suspension. Depending on the amount of mixing, the lagoons are anaerobic or aerobic-anaerobic.
Y
Yield stress
The stress at which a liquid starts to deform