OR Water/Wastewater Operator study materials
OR Water/Wastewater Operator study resources

OR Water/Wastewater Operator flashcards

OR Water/Wastewater Operator · Build recall with a focused review session.

32 cards. Read the term and the definition here. The deck at the top of this page is optional.

Turbidity
A measure of light scattering by suspended particles in water, reported in nephelometric turbidity units (NTU); it indicates particle presence but not specific pathogen levels.
Alkalinity
The acid-neutralizing capacity of water, usually reported as mg/L CaCO3; it buffers pH and affects coagulation and corrosion control.
Hardness
The concentration of dissolved calcium and magnesium in water, expressed as mg/L CaCO3; it causes scale and affects softening needs.
Total organic carbon
A measure of organic matter in water; TOC reacts with disinfectants to form byproducts and increases coagulant demand.
Coagulation
The process of destabilizing suspended particles by neutralizing their surface charge so they can collide and form larger flocs.
Flocculation
Gentle mixing that promotes collisions among destabilized particles, allowing them to aggregate into settleable flocs.
Overflow rate
The flow divided by the sedimentation basin surface area (Q/A); it is a key design and performance parameter for clarifiers.
Lime-soda softening
A precipitation process that removes calcium and magnesium hardness by adding lime and soda ash, forming calcium carbonate and magnesium hydroxide solids.
Water age
The time water resides in a distribution system or storage tank; high age can reduce disinfectant residual and increase DBP formation.
Cross-connection
Any actual or potential link between a potable water system and a nonpotable source that could allow backflow contamination.
Backflow prevention
Devices or practices such as air gaps and reduced-pressure zone assemblies that stop reverse flow of nonpotable water into potable systems.
Thermal stratification
Layering of water in storage tanks due to temperature differences; it can cause stagnant zones and uneven disinfectant residual.
Infiltration
Groundwater that enters a sewer system through defective pipes, joints, manholes, or connections, increasing wastewater flow.
Inflow
Stormwater or groundwater that enters sewers through direct connections such as roof drains, sump pumps, or manhole covers.
Self-cleansing velocity
The minimum flow velocity in a sewer that keeps solids suspended and prevents deposition, commonly about 2 feet per second.
Force main
A pressurized pipeline that carries pumped wastewater from a lift station to a gravity sewer or treatment plant.
Activated sludge
A biological treatment process in which aerobic microorganisms consume organic matter in an aerated basin, followed by solids separation.
Solids retention time
The average time biomass remains in an activated sludge system; it controls treatment performance and sludge production.
Nitrification
The biological oxidation of ammonia to nitrite and then nitrate by aerobic bacteria, consuming oxygen and alkalinity.
Sludge volume index
A measure of sludge settleability calculated from settled sludge volume and MLSS; high values indicate poor settling and possible bulking.
CT value
The product of disinfectant residual concentration and contact time; it is used to assess disinfection effectiveness for a given pathogen.
Breakpoint chlorination
The chlorine dose at which demand is satisfied and additional chlorine produces a free chlorine residual.
Trihalomethanes
A group of disinfection byproducts formed when chlorine reacts with organic matter; they are regulated in drinking water.
Chloramine
A disinfectant formed by combining chlorine with ammonia; it provides a persistent residual but is weaker than free chlorine.
Composite sample
A sample made by combining portions collected over time or space to represent average conditions, often used for variable wastewater flows.
Chain of custody
Documentation that tracks sample possession, handling, and transfer to preserve legal and analytical integrity.
Percent removal
Calculated as influent concentration minus effluent concentration, divided by influent concentration, multiplied by 100.
Detention time
The theoretical time water or wastewater remains in a tank, calculated as volume divided by flow.
Confined space
A space with limited entry or exit that is not designed for continuous occupancy and may contain hazardous atmospheres or engulfment hazards.
Lockout/tagout
A safety procedure that isolates hazardous energy sources and applies locks and tags before maintenance to prevent accidental startup.
Maximum contaminant level
The highest allowable concentration of a contaminant in drinking water under the Safe Drinking Water Act.
NPDES permit
A permit issued under the Clean Water Act that regulates point source discharges and sets monitoring and effluent limits.