CA Water Operator study materials
CA Water Operator study resources

CA Water Operator flashcards

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

Turbidity
Turbidity measures light scattering by suspended particles in water, reported in nephelometric turbidity units (NTU). It indicates clarity but does not directly measure pathogen concentration.
Total organic carbon
Total organic carbon (TOC) is the concentration of organic carbon in water. It serves as a precursor indicator because organics react with disinfectants to form disinfection byproducts.
Alkalinity
Alkalinity is water's acid-neutralizing capacity, usually reported as mg/L calcium carbonate. It buffers pH changes during coagulation, disinfection, and corrosion control.
Source water assessment
A source water assessment identifies contaminants and susceptibility for a drinking water source. It evaluates potential contamination sources, intrinsic vulnerability, and monitoring needs to guide protection.
pH scale
The pH scale ranges from 0 to 14, with 7 neutral. Lower pH is acidic and often corrosive; higher pH is basic and can promote scale and reduce some disinfection efficacy.
Coagulation
Coagulation destabilizes suspended particles and natural organic matter by adding chemicals such as alum or ferric salts. Charge neutralization lets particles collide and stick together.
Flocculation
Flocculation is gentle, prolonged mixing after coagulation that encourages destabilized particles to collide and form larger, settleable flocs without breaking them apart.
Jar test
A jar test simulates coagulation, flocculation, and settling at several chemical doses. Operators select the lowest dose that produces clear settled water and manageable floc.
Surface loading rate
Surface loading rate equals flow divided by clarifier surface area, often expressed as gpm per square foot. Lower rates generally improve particle settling and effluent clarity.
Filter backwash
Filter backwash reverses flow through media to remove accumulated particles. It is triggered by head loss, turbidity breakthrough, or a set run time.
Chemical feed dose
Chemical feed dose in mg/L equals pounds per day divided by the product of flow in MGD and 8.34. This converts a mass feed rate to concentration.
CT value
CT is disinfectant residual concentration in mg/L multiplied by effective contact time in minutes. It estimates disinfection exposure and is adjusted for pH, temperature, and basin baffling.
Chlorine demand
Chlorine demand is the difference between chlorine dose and the residual remaining after contact. It reflects reactions with organics, ammonia, metals, and other reducing substances.
Trihalomethanes
Trihalomethanes are disinfection byproducts formed when chlorine reacts with natural organic matter, especially bromide-containing water. TTHM is regulated as a group of four compounds.
Haloacetic acids
Haloacetic acids are chlorine disinfection byproducts formed from organic precursors. HAA5 is regulated as the sum of five haloacetic acid species in distribution water.
Chloramines
Chloramines form when chlorine reacts with ammonia. Monochloramine is a weaker but longer-lasting disinfectant that can reduce trihalomethane formation but requires nitrification control.
UV disinfection
Ultraviolet disinfection inactivates pathogens by damaging nucleic acids. It is effective against Cryptosporidium, produces no disinfectant residual, and requires clear water for adequate dose.
Air gap
An air gap is a physical separation between a potable water outlet and the flood level of a contaminating source. It provides the highest level of backflow protection.
Backsiphonage
Backsiphonage is backflow caused by negative pressure in the potable system. It can draw contaminants into drinking water through a cross-connection when supply pressure drops.
Unidirectional flushing
Unidirectional flushing uses sequenced valves to create high-velocity flow in one direction. It removes sediment and biofilm while avoiding contaminant spread to other mains.
Water age
Water age is the time water resides in storage or distribution. High age can lower disinfectant residual and increase disinfection byproducts, nitrification, and stagnation problems.
Reduced pressure zone
A reduced pressure zone assembly is a testable backflow preventer with two check valves and a relief valve. It protects against high-hazard backflow and requires annual testing.
Total dynamic head
Total dynamic head is the total energy a pump adds, expressed in feet. It includes elevation, pressure, velocity, and friction head terms.
Cavitation
Cavitation occurs when local pressure drops below vapor pressure, forming vapor bubbles that collapse. It causes noise, vibration, erosion, and reduced pump performance.
Affinity laws
Pump affinity laws state that flow varies with speed, head with speed squared, and power with speed cubed for geometrically similar pumps at constant impeller diameter.
Magnetic flowmeter
A magnetic flowmeter measures flow using Faraday's law: conductive fluid moving through a magnetic field generates a voltage proportional to velocity. It requires a full pipe and conductive water.
4-20 mA signal
A 4-20 mA current loop represents an instrument measurement, with 4 mA at zero percent and 20 mA at full scale. It is common for transmitters and controllers.
Lead action level
The lead action level is 0.015 mg/L at the 90th percentile of customer tap samples. Exceeding it triggers corrosion control treatment, public education, and sampling changes.
TTHM MCL
The Stage 2 TTHM maximum contaminant level is 0.080 mg/L, calculated as a locational running annual average at each monitoring location.
Consumer confidence report
A consumer confidence report summarizes annual drinking water quality, including detected contaminants, regulated limits, and health effects. Community water systems must deliver it to customers by July 1.
Confined space entry
Confined space entry requires a permit, atmospheric testing, ventilation, an attendant, and retrieval equipment. Never enter a permit-required space without trained rescue arrangements.
Public notification tiers
Public notification rules require water systems to inform customers of violations. Tier 1 is immediate for acute risks, Tier 2 within 30 days, and Tier 3 within one year.