MN Water Operator flashcards
MN Water 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.
- Rapid mix purpose
- Rapid mix disperses coagulant into raw water within seconds, destabilizing particle charges so particles can collide and form floc during later gentle flocculation.
- Flocculation velocity gradient
- Gentle mixing for 15 to 45 minutes at a velocity gradient of about 10 to 75 per second builds floc that settles without being sheared apart.
- Surface overflow rate
- Flow divided by sedimentation basin surface area, expressed in gpm/ft²; particles whose settling velocity equals or exceeds this rate are removed.
- Filter backwash expansion
- Backwashing at roughly 15 to 20 gpm/ft² expands the filter bed about 20 to 30 percent, releasing trapped solids; inadequate expansion leaves mudballs and media clumps.
- Jar test purpose
- A bench test that mixes raw water with varying coagulant doses and pH values to identify the lowest dose meeting the turbidity target.
- Lime-soda softening
- Lime and soda ash precipitate calcium carbonate and magnesium hydroxide to reduce hardness; excess lime raises pH and usually requires recarbonation for stability.
- Iron and manganese removal
- Soluble iron and manganese are oxidized by aeration, chlorine, or permanganate and then filtered out; manganese greensand is a common catalytic medium.
- Minimum distribution pressure
- Public water systems should maintain at least 20 psi at all points in the distribution system under normal and fire-flow conditions to prevent backflow.
- Distribution chlorine residual
- A detectable free chlorine residual, commonly 0.2 mg/L or higher, is maintained throughout the distribution system to limit bacterial regrowth.
- Hazen-Williams head loss
- Friction loss in a pipe increases with flow raised to about 1.85 and decreases with pipe diameter raised to about 4.87.
- Air gap backflow protection
- An air gap is a nonmechanical backflow preventer in which the supply pipe ends at least one pipe diameter above the flood rim of the receiving fixture.
- Main break boil order
- A boil water notice is issued when a main break drops pressure below 20 psi and contamination may enter; it remains until sampling clears the system.
- Unidirectional flushing
- Flushing in one direction at 2.5 ft/s or more scours sediment and biofilm from mains; valves are sequenced so flow travels a single path.
- Convert psi to feet
- Multiply pressure in psi by 2.31 to obtain feet of water head; for other liquids, divide the result by the liquid's specific gravity.
- Water horsepower formula
- Water horsepower equals gallons per minute times total head in feet times specific gravity, divided by 3960.
- Affinity laws
- For a centrifugal pump, flow varies directly with speed, head varies with speed squared, and power varies with speed cubed.
- Pumps in series
- Series pumps move the same flow and add their heads; parallel pumps operate at the same head and add their flows.
- Cavitation cause
- Cavitation occurs when available net positive suction head falls below required NPSH, causing vapor bubbles to collapse and damage the impeller.
- Three-phase power
- Electrical power in kilowatts equals voltage times amperage times power factor times 1.732, divided by 1000.
- HOCl versus OCl
- Hypochlorous acid is a much stronger disinfectant than hypochlorite ion; the two are roughly equal near pH 7.5, and lower pH favors HOCl.
- Combined chlorine
- Combined chlorine equals total chlorine minus free chlorine; it is mostly chloramines, which are weaker disinfectants and cause taste and odor.
- Chlorine demand
- Chlorine demand is the applied dose minus the residual remaining after the specified contact time; demand must be satisfied before a residual persists.
- CT concept
- CT is disinfectant residual in mg/L multiplied by contact time in minutes; required CT rises as temperature falls or pH rises.
- Breakpoint chlorination
- About 7.6 mg of chlorine per mg of ammonia nitrogen oxidizes ammonia to nitrogen gas; free chlorine persists beyond that breakpoint.
- Bacteriological sample handling
- Collect 100 mL in a sterile thiosulfate-treated bottle, keep near 4°C, and deliver to the laboratory within 30 hours of collection.
- Turbidity limits
- Conventional filtration must produce 0.3 NTU or less in at least 95 percent of monthly samples and must never exceed 1 NTU.
- Confined space atmosphere
- Entry requires oxygen between 19.5 and 23.5 percent, flammable gas below 10 percent of the lower explosive limit, and hydrogen sulfide below 10 ppm.
- Lockout tagout verification
- After locking and tagging the energy source, attempt to start the equipment and confirm a zero-energy state before work begins.
- Chlorine gas detection
- A dilute ammonia solution held near a suspected leak forms a white cloud with chlorine gas; responders wear SCBA and approach from upwind.
- Nitrate MCL
- The maximum contaminant level for nitrate as nitrogen is 10 mg/L; infants under six months are at risk of methemoglobinemia.
- Consumer confidence report
- Community water systems must deliver an annual drinking water report to customers by July 1 covering source water, detected contaminants, and health effects.
- Tier 1 public notice
- A Tier 1 notice must be issued within 24 hours for violations or situations with immediate health risk, such as an E. coli MCL.