CA Branch 1 flashcards
CA Branch 1 · Build recall with a focused review session.
31 cards. Read the term and the definition here. The deck at the top of this page is optional.
- Surface Water Treatment Rule
- Federal rule requiring filtered surface water systems to achieve 0.3 NTU in 95% of monthly samples, never exceed 1 NTU, and provide 3-log Giardia and 4-log virus removal or inactivation.
- Primary vs secondary MCL
- Primary MCLs are enforceable health-based limits such as nitrate 10 mg/L and arsenic 0.010 mg/L. Secondary standards address aesthetics like chloride 250 mg/L and TDS 500 mg/L and are non-enforceable federally.
- GWUDI determination
- Groundwater under the direct influence of surface water is identified by site inspection or microscopic particulate analysis. Such sources are regulated as surface water and require filtration and disinfection.
- Nitrate acute health risk
- Nitrate above 10 mg/L as nitrogen causes methemoglobinemia in infants by impairing oxygen transport. Results above 5 mg/L are confirmed with a second sample before enforcement action.
- Jar test procedure
- Rapid mix 1-2 minutes at 200-300 rpm, flocculate 15-20 minutes at decreasing speed, settle 15-30 minutes, then measure supernatant turbidity. The lowest settled turbidity identifies the optimum coagulant dose.
- Alum alkalinity consumption
- Each mg/L of alum dose consumes about 0.45-0.50 mg/L of alkalinity as CaCO3 and lowers pH. Ferric chloride consumes about 0.54 mg/L alkalinity per mg/L dose.
- Surface overflow rate
- Surface overflow rate equals flow divided by basin surface area, expressed in m3/d per m2. Typical values are 20-40 for alum flocs and 40-60 with tube settlers.
- Zeta potential target
- Zeta potential near zero millivolts indicates charge neutralization and good coagulation. Typical target range is -5 to +5 mV, while sweep-floc operation tolerates more negative values.
- Filter media specifications
- Rapid sand filters use effective size 0.45-0.55 mm and uniformity coefficient 1.3-1.5 with 24-30 inch beds. Dual media adds anthracite with 0.9-1.1 mm effective size above the sand.
- Backwash bed expansion
- Backwash rates of 15-20 gpm/ft2 produce 20-30% bed expansion for 8-15 minutes. Air scour at 3-5 scfm/ft2 improves cleaning in dual media filters.
- Filter-to-waste purpose
- Filter-to-waste diverts the first 15-30 minutes of filtered water after backwash to drain, preventing a turbidity spike from entering the clearwell and causing a treatment technique violation.
- Individual filter effluent limit
- Individual filter effluent must remain below 1.0 NTU. Two consecutive 15-minute readings above 1.0 NTU constitute a significant deficiency requiring reporting and corrective action.
- CT concept
- CT equals disinfectant residual concentration in mg/L multiplied by contact time in minutes. Required CT depends on disinfectant type, pH, temperature, and target log inactivation.
- Chlorine species and pH
- Below pH 7.5 hypochlorous acid dominates and is about 80 times more effective than hypochlorite ion, which dominates above pH 8.0. Lowering pH improves disinfection efficiency.
- Chlorine demand
- Chlorine demand equals applied dose minus residual after a specified contact time. It reflects oxidant consumption by organics, ammonia, iron, manganese, and other reducing agents.
- TTHM and HAA5 limits
- Total trihalomethanes are limited to 80 ug/L and five haloacetic acids to 60 ug/L, measured as locational running annual averages at each monitoring location.
- Langelier Saturation Index
- LSI equals measured pH minus pHs, the saturation pH. Near zero is balanced, negative is corrosive, positive is scale-forming; typical target is -0.5 to +0.5.
- Lead and copper action levels
- Lead action level is 0.015 mg/L and copper is 1.3 mg/L at the 90th percentile. Exceedance triggers corrosion control treatment, source water treatment, or public education.
- Orthophosphate corrosion control
- Adding 1-3 mg/L orthophosphate as PO4 forms a protective lead phosphate film on pipe surfaces. It is most effective when pH is adjusted to 7.5-8.5.
- Chloride-to-sulfate mass ratio
- CSMR above 0.5 increases galvanic corrosion risk in lead service lines. High chloride relative to sulfate promotes release of lead from pipe surfaces.
- Pump affinity laws
- Flow varies directly with impeller speed, head with speed squared, and power with speed cubed. A 10% speed reduction cuts power consumption by about 27%.
- NPSH available
- NPSHA equals atmospheric pressure head plus static suction head minus friction loss minus vapor pressure head. It must exceed NPSHR by at least 1-2 feet to prevent cavitation.
- Brake horsepower formula
- Brake horsepower equals (gpm × head in feet × specific gravity) divided by (3960 × pump efficiency). It represents the power delivered to the pump shaft.
- 4-20 mA loop scaling
- In a 4-20 mA loop, 4 mA represents zero and 20 mA represents full span. A reading of 12 mA corresponds to 50% of the instrument's calibrated range.
- Chemical dose formula
- Dose in mg/L equals (feed rate in lb/day × 1,000,000) divided by (flow in MGD × 8.34). Rearranged, feed rate equals dose × flow × 8.34.
- Detention time calculation
- Detention time in hours equals (basin volume in gallons × 24) divided by flow in gallons per day. Rectangular basin volume is length × width × depth.
- Coliform sample hold time
- Coliform samples are collected in 100 mL sterile bottles with sodium thiosulfate, stored on ice, and analyzed within 6 hours of collection to preserve valid results.
- Chlorine gas IDLH
- The IDLH for chlorine gas is 10 ppm, and the odor threshold is about 0.3 ppm. Chlorine is heavier than air and accumulates in low-lying areas during leaks.
- Confined space atmospheric limits
- Entry requires oxygen between 19.5 and 23.5%, flammables below 10% of the lower explosive limit, and hydrogen sulfide below 10 ppm, plus a permit and attendant.
- Consumer Confidence Report deadline
- Community water systems must deliver the Consumer Confidence Report to customers by July 1 each year, covering prior-year monitoring results, violations, and source water information.
- Distribution minimum pressure
- Distribution systems must maintain at least 20 psi under normal conditions. Pressure below 20 psi requires a boil water notice, investigation, and corrective action.