SAC State water treatment plant operator vol 1

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266 Terms

1
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  1. Intrusion of seawater into groundwater basins results from _

overpumping fresh water

2
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  1. What is the basic objective of the operation of water treatment plants?

  2. Ensure that people drink plenty of water each day to support healthy lifestyles

  3. Increase water use and encourage water-intensive landscaping

  4. Produce safe, aesthetically pleasing drinking water at a reasonable cost

  5. Provide opportunities for professional advancement and salary increases

Produce safe, aesthetically pleasing drinking water at a reasonable cost

3
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  1. What is one characteristic of a community water system?

  2. Regularly serves at least 25 full-time residents

  3. Regularly serves at least 25 people who are not residents

  4. Regularly serves fewer than 25 full-time residents

  5. Regularly serves fewer than 25 of the same individuals

Regularly serves at least 25 full-time residents

4
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  1. Which of the following influence the size of a water treatment plant as well as the number and types of processes it uses?

  2. Expected water rates and projected profits

  3. Impurities in raw water and cost considerations

  4. National average rainfall and snowpack levels

  5. Local landscaping styles and native plant programs

Impurities in raw water and cost considerations

5
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  1. Which plant operating guidelines are routinely monitored by water treatment plant operators?

  2. Equipment cleaning and painting schedules

  3. Flows and water quality indicators

  4. Number and frequency of public tours

  5. Vehicle mileage and fuel usage

Flows and water quality indicators

6
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  1. What is one purpose of clear wells or plant storage reservoirs?

  2. Act as a trigger for ON/OFF cycling of finished water pumps

  3. Allow clarification of water by providing time for particulates to settle out

  4. Allow drawdown when demands are low to perform maintenance

  5. Provide operational storage to average out high and low flow demands

Provide operational storage to average out high and low flow demands

7
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  1. How would you verify the actual raw water flow rate after adjusting the pumping rate to a water treatment plant?

  2. Check reservoir levels

  3. Count the number of pumps in service

  4. Read the raw water flow measuring device

  5. Rework the flow calculations

Read the raw water flow measuring device

8
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  1. How are the initial selection of chemical types and anticipated feed rates for a given application in a water treatment plant usually deter-mined?

  2. Computer modeling

  3. Jar tests

  4. Marble tests

  5. Pilot-plant tests

Pilot-plant tests

9
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  1. What is the best source of information about dangerous chemicals?

  2. Chemical analysis from a certified laboratory

  3. Safety data sheets (SDS)

  4. Trial and error tests

  5. Verbal reports from other operators

Safety data sheets (SDS)

10
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  1. Which of these chemicals is one of the most dangerous common alkalies?

  2. Calcium hydroxide

  3. Caustic soda

  4. Chlorine

  5. Sodium bicarbonate

11
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  1. Which of these chemicals is one of the most dangerous common alkalies?

  2. Calcium hydroxide

  3. Caustic soda

  4. Chlorine

  5. Sodium bicarbonate

Caustic soda

12
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  1. What should you do if an operator is not breathing due to chlorine gas exposure?

  2. Cover victim with a blanket

  3. Flush victim's eyes with water

  4. Perform hands-only or conventional CPR

  5. Provide victim with milk

Perform hands-only or conventional CPR

13
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  1. Water samples taken to measure compliance with water quality standards are usually collected at _

entrance to the distribution system

14
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  1. In a water treatment plant, turbidity is commonly monitored at _, _, _, _, and _

source water, flocculation effluent, sedimentation effluent, and filter effluent

15
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  1. The chlorine cylinder in service has less than 1 day's chlorine supply remaining. Three 150 lb chlorine cylinders are in storage. The plant uses an average of 28 pounds of chlorine per day (lb/d). How many days' supply of chlorine is available?

  2. 13 days

  3. 14 days

  4. 15 days

  5. 16 days

16 days

16
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  1. The range of turbidity removal effectiveness is important because of the relationship between turbidity and _

pathogenic organisms

17
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  1. Federal laws include sludge from a water Treatment Plant as a _ waste that requires proper handling and disposal.

Industrial

18
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  1. What should an operator do promptly when a treatment process upset results in the failure to meet a specific drinking water quality standard?

  2. Apply to EPA for a waiver

  3. Notify appropriate local health authorities

  4. Stop operating process

  5. Switch sources of raw water

Notify appropriate local health authorities

19
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  1. If a water treatment plant must be dewatered for emergency repairs, how would you prepare for this event?

  2. Empty all storage reservoirs before repairs

  3. Fill all storage reservoirs by early evening

  4. Rewrite preventive maintenance program documents

  5. Take photos of failed equipment

Fill all storage reservoirs by early evening

20
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  1. What kinds of records are operators required to keep on file for specified time periods for regulatory compliance?

  2. Annual vehicle mileage and maintenance

  3. Breakroom and restroom cleaning schedules

  4. 'Timesheets and retirement contribution records

  5. Water quality analysis and customer complaints

Water quality analysis and customer complaints

21
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  1. What is one way of keeping track of how much time and money is spent doing various types of work? Tablectronic timesheets

  2. Operator diaries

  3. Preventive maintenance program

  4. Work order system

Work order system

22
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  1. How can energy requirements for lighting be reduced in a water treatment plant?

  2. Keep lights on in unoccupied spaces

  3. Light all areas of the yard

  4. Turn off lights in unoccupied spaces

  5. Use mercury vapor lamps

Turn off lights in unoccupied spaces

23
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  1. What regulations require that accurate records of water treatment plant operations be maintained?

  2. Americans with Disabilities Act

  3. Freedom of Information Act

  4. Occupational Safety and Health Act

  5. Safe Drinking Water Act

Safe Drinking Water Act

24
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  1. What contributes to most treatment plant accidents?

  2. Application and knowledge of safe procedures

  3. Availability and convenience of safety equipment

  4. Carelessness and negligence

  5. Plant design and construction

Carelessness and negligence

25
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  1. What is the responsibility of water treatment plant operators?

  2. Avoid boil-water orders

  3. Minimize costs of producing drinking water

  4. Produce safe and pleasant drinking water

  5. Successfully pass operator certification examinations

Produce safe and pleasant drinking water

26
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  1. What do most states require for someone to work as a water treatment plant operator?

  2. College diploma

  3. Driver's license

  4. First-aid training

  5. Operator certificate

Operator certificate

27
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A. A condition in which atmospheric or dissolved oxygen (DO) is not present in the aquatic (water) environment.

Anaerobic

28
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B. A condition that occurs in tanks or basins when some of the flowing water entering a tank or basin flows along a nearly direct pathway from the inlet to the outlet.

Short-Circuiting

29
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C. A connection between a drinking (potable) water system and an unapproved water supply.

Cross-Connection

30
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D. A substance that is poisonous to a living organism.

Toxic

31
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E. A group of bacteria found in the intestines of warm-blooded animals (including humans) and in plants, soil, air, and water that indicate the possibility of pathogenic organisms in water.

Coliform

32
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F. Reservoirs and lakes that are rich in nutrients and are very productive in terms of aquatic animal and plant life.

Eutrophic

33
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G. The cloudy appearance of water caused by the presence of suspended and colloidal matter.

Turbidity

34
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H. The gathering of a gas, liquid, or dissolved substance on the surface or interface zone of another material.

Adsorption

35
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I. The vertical distance, height, or energy of water above a reference point.

Head

36
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J. Water that does not contain objectionable pollution, contamination, minerals, or infective agents and is considered satisfactory for drinking.

Potable Water

37
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  1. What is stratification in lakes and reservoirs?

  2. Breezes starting the circulation of surface

  3. Formation of separate layers of temperature, plant life, or animal life

  4. Lake turnover due to temperature changes

  5. Uniform water temperature profile from surface to bottom

Formation of separate layers of temperature, plant life, or animal life

38
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  1. What causes the elevation and slope of water tables and artesian pressure levels to change?

  2. Collection of water into a reservoir

  3. Pollution from agricultural activities

  4. Seasonal variations in the supply of water

  5. Selection of intake structures

Seasonal variations in the supply of water

39
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  1. How extensive should the treatment be for reclaimed water?

  2. Depends on climate conditions at point of use

  3. Depends on potential exposure to the public

  4. Depends on the funds available for treatment

  5. Depends on the NPDES permit

Depends on potential exposure to the public

40
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  1. What are water rights?

  2. Correct methods of treatment

  3. Ownership of water

  4. Permission to discharge water

  5. Permission to use water

Permission to use water

41
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  1. Who should conduct a sanitary survey?

  2. People trained in phone and in-person survey techniques

  3. People trained in public health engineering and the epidemiology of waterborne diseases

  4. People trained in wastewater collection and treatment

  5. People trained in water treatment plant design and construction

People trained in public health engineering and the epidemiology of waterborne diseases

42
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  1. Which of the following water quality problems are not usually related to algal blooms?

  2. Dissolved oxygen depletion

  3. Reduced chlorination efficiency

  4. Reduced water temperature

  5. Taste and odor problems

Reduced water temperature

43
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  1. Under what circumstances are tastes and odors in a domestic water supply most noticeable?

  2. At or above room temperature

  3. In glass containers

  4. In plastic containers

  5. Near freezing

At or above room temperature

44
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  1. What is the impact on water treatment plants from increased organic loadings caused by algal blooms?

  2. High trihalomethane levels

  3. Increased chlorine demand and color

  4. Increased public confidence in water supply

  5. Increased water treatment costs

Increased chlorine demand and color

45
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  1. How can a water agency meet acceptable trihalomethane levels?

  2. Change disinfection methods

  3. Decrease detention time

  4. Increase disinfection chemicals

  5. Prechlorinate the influent

Change disinfection methods

46
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  1. Reservoir water quality management programs can control or eliminate what types of water quality problems?

  2. Excessive turbidity

  3. Frequency and intensity of algal blooms

  4. Insufficient disinfection

  5. Precipitation of iron and manganese

Frequency and intensity of algal blooms

47
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  1. How can iron, manganese, and hydrogen sulfide problems be controlled in a reservoir?

  2. By controlling algal productivity

  3. By improving the fishery habitat

  4. By preventing dissolved oxygen depletion

  5. By regulating recreational activities

By preventing dissolved oxygen depletion

48
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  1. How can the recreational values of a reservoir be improved by proper reservoir management?

  2. Increase in agricultural use

  3. Increase in chemical residuals

  4. Reduction of access points

  5. Reduction of algal problems

Reduction of algal problems

49
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  1. What is the best tool for managing watersheds?

  2. Political process

  3. Public hearings

  4. Regulatory process

  5. Voluntary compliance

Regulatory process

50
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  1. How can water quality problems caused by septic tank leaching systems be solved?

  2. Increase nutrient loads to reservoirs

  3. Install more septic tanks

  4. Locate leaching fields within watersheds

  5. Replace septic tanks with sewer systems

Replace septic tanks with sewer systems

51
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  1. The volume of a reservoir is estimated to be 9.8 acre-feet. The desired dose of copper is 0.5 mg/L and the copper content of the copper sulfate to be used is 25 percent. How many pounds of copper sulfate will be needed?

  2. 53 lb

  3. 54 lb

  4. 55 lb

  5. 56 lb

53 lb

52
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  1. What is destratification of a lake or reservoir?

  2. Elimination of separate layers by algal blooms

  3. Natural turnover during seasonal changes

  4. Vertical mixing to eliminate separate layers of temperature, plant life, or animal life

  5. Wind blowing across the water surface causing mixing

Vertical mixing to eliminate separate layers of temperature, plant life, or animal life

53
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  1. Why might complete destratification of a reservoir be undesirable?

  2. Water may become too cold for fish

  3. Water may become too cold for recreation

  4. Water may become too warm for algal control

  5. Water may become too warm for domestic use

Water may become too warm for domestic use

54
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  1. What water quality indicators should be monitored in domestic water supply reservoirs that develop anaerobic zones?

  2. Biochemical oxygen demand (BOD) and turbidity

  3. Hardness, pH, and color

  4. Hydrogen sulfide, iron, and manganese

  5. Total dissolved solids (IDS) and dissolved oxygen (DO)

Hydrogen sulfide, iron, and manganese

55
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  1. How can the entrance of silt into the intake system be minimized?

  2. Locate intake at low point

  3. Locate intake away from low point

  4. Locate intake in shallow water

  5. Locate intake near wetlands

Locate intake away from low point

56
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  1. What is the major advantage of multilevel intake systems in domestic water reservoirs?

  2. Access to water with different characteristics at different depths

  3. Decreased cost and maintenance requirements

  4. Limited access to water during drought conditions

  5. Little control over quality of water released downstream

Access to water with different characteristics at different depths

57
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  1. What is the purpose of coagulation and flocculation?

  2. To control corrosion

  3. To kill disease-causing organisms

  4. To remove leaves, sticks, fish, and other debris

  5. To remove particulate impurities

To remove particulate impurities

58
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  1. What is coagulation?

  2. Clumping together of fine particles into larger particles with chemicals

  3. Gathering together of particles by gentle stirring

  4. Settling out particles by reducing water velocity

  5. Solidifying large particles by evaporation

Clumping together of fine particles into larger particles with chemicals

59
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  1. What is flocculation?

  2. Clumping together of fine particles into larger particles with chemicals

  3. Gathering together of particles by gentle stirring

  4. Settling out of particles by reducing water velocity

  5. Solidifying large particles by evaporation

Gathering together of particles by gentle stirring

60
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  1. How long should the coagulation reaction last?

  2. A few days

  3. A few hours

  4. A few minutes

  5. A few seconds

A few seconds

61
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  1. Why are coagulant aids used?

  2. To add density and toughness to flocs

  3. To increase the speed of the chemical reaction

  4. To reduce the costs of coagulants

  5. To separate floatables from floc

To add density and toughness to flocs

62
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  1. What is the most commonly used coagulation chemical?

  2. Alum

  3. Hypochlorites

  4. Metallic salts

  5. Polymers

Alum

63
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  1. How can an operator verify the effectiveness of the coagulant chemicals and dosages being applied at the flash mixer?

  2. Determine finished water chlorine demand

  3. Measure raw and finished water temperatures

  4. Measure source water turbidity levels

  5. Perform a series of jar tests

Perform a series of jar tests

64
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  1. What is the disadvantage of mechanical mixers in coagulation?

  2. Higher electricity use than other methods

  3. Less reliable than other methods.

  4. More expensive to purchase than other equipment

  5. Slower mixing than other methods

Higher electricity use than other methods

65
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  1. What is the purpose of the flocculation process?

  2. To create floc of good size, density, and toughness

  3. To disinfect floc with chemicals such as metallic salts

  4. To remove floc through sedimentation and fil- tration

  5. To reverse the clumping that occurred during coagulation

To create floc of good size, density, and toughness

66
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  1. How are the proper type and amount of coagulant chemicals determined?

  2. By conducting jar tests at least daily

  3. By reading labels and safety data sheets (SDS)

  4. By spot checking samples at designated sam- pling sites

  5. By timing the total transit time through the treatment plant

By conducting jar tests at least daily

67
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  1. How can poor process performance be spotted early so that corrective measures can be taken?

  2. Adjust mixer speed often to determine process changes

  3. Monitor water quality throughout the water treatment process

  4. Sample one water quality indicator at one point in the process

  5. Rely on turbidity of filtered water as an indication of overall process performance

Monitor water quality throughout the water treatment process

68
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  1. What is the detention time (minutes) in a rectangular flocculation basin when the flow is 0.9 Mgal/d? The basin is 24 feet long, 12 feet wide, and 8 feet deep.

  2. 27 min

  3. 28 min

  4. 29 min

  5. 30 min

28 min

69
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  1. What is the basic purpose of the jar test?

  2. Determine whether chemicals from suppliers meet specifications

  3. Duplicate plant detention times and mixing and settling conditions in the laboratory

  4. Prepare water for taste and odor trials with consumers

  5. Test newly developed chemicals for use in treatment plants

Duplicate plant detention times and mixing and settling conditions in the laboratory

70
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  1. After a jar test is completed, what does a hazy settled water indicate?

  2. Poor coagulation

  3. Poor flocculation

  4. Poor mixing

  5. Poor turbidity

Poor coagulation

71
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  1. Which of the following factors are not important when evaluating jar test results?

  2. Amount of floc formed

  3. Clarity of water between floc particles

  4. Floc settling rate

  5. Paddle construction

Paddle construction

72
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  1. Determine the setting on a dry alum feeder in pounds per day when the flow is 1.2 Mgal/d. Jar tests indicate that the best alum dose is 9 mg/L.

  2. 88 lb/day

  3. 90 lb/day

  4. 92 1b/day

  5. 102 1b/day

90 lb/day

73
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  1. What is a desirable floc appearance?

  2. Bluish tint

  3. Milky appearance

  4. Popcorn flake

  5. Tiny alum floc

Popcorn flake

74
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  1. A water treatment plant used 24 pounds of cationic polymer to treat 1.4 million gallons of water during a 24-hour period. What is the polymer dosage in mg/L?

  2. 1.8 mg/L

  3. 2.0 mg/L

  4. 2.1 mg/L

  5. 2.3 mg/L

2.1 mg/L

75
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  1. Why should operators keep polymer powders off of floors?

  2. They become extremely slippery when wet

  3. They become tripping hazards when hardened

  4. They become unsightly when dispersed

  5. They become very sticky when stepped on

They become extremely slippery when wet

76
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  1. Liquid polymer is supplied to a water treatment plant as a 15 percent solution. How many gallons (gal) of liquid polymer should be mixed in a barrel with water to produce 100 gallons (gal) of 0,5 percent polymer solution?

  2. 0.03 gal

  3. 0.33 gal

  4. 33 gal

  5. 3.3 gal

3.3 gal

77
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  1. Which items are adjusted in the enhanced coagulation process?

  2. Detention time and mixing

  3. Dissolved oxygen and turbidity

  4. pH and coagulant dosage

  5. Total suspended solids and temperature

pH and coagulant dosage

78
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  1. What is the purpose of the hydrocyclones in ballasted flocculation?

  2. To separate the dissolved solids from the water

  3. To separate the floc from the coagulant

  4. To separate the microsand from the sludge

  5. To separate the sludge from the slurry

To separate the microsand from the sludge

79
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  1. A ballasted flocculation process has two hydro-cvclones in operation (two trains) with an influent flow of 4,000 pm and a microsand slurry recirculation rate of 300 gpm. Six V samples from the train produced the following volumes of settled microsand: 30 ml, 25 ml, 25 mL, 40 mL, 30 mL, and 30 mL. The six vol-unes of samples collected in the cone averaged 2.000 mL. Calculate Cm the microsand concentration in the tanks, in grams of microsand per liter (g/L).

  2. 1.9 g/L

  3. 2.3 g/L

  4. 2.8 g/L

  5. 3.8 g/L

3.8 g/L

80
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  1. Why should operators maintain a diluted feed solution in ballasted flocculation?

  2. To maximize hydrocyclone process efficiency

  3. To maximize inlet pressure to the hydrocyclone

  4. To minimize microsand losses from the hydrocyclone

  5. To minimize roping discharges at the hydrocyclone apex

To minimize microsand losses from the hydrocyclone

81
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  1. What is the first step in optimizing a ballasted flocculation process?

  2. Optimize the coagulant dose

  3. Optimize the microsand feed solution

  4. Optimize the pH

  5. Optimize the polymer dose

Optimize the coagulant dose

82
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  1. What is one purpose of presedimentation facilities?

  2. Avoid need for sedimentation basins

  3. Increase the concentration of suspended solids

  4. Prevent solids settling out before sedimentation

  5. Reduce the solids-removal load at the water treatment plant

Reduce the solids-removal load at the water treatment plant

83
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  1. What size particles can be removed from water by sedimentation?

  2. 0.3-0.7 microns

  3. 2-8 microns

  4. Greater than 10 microns

  5. Smaller than 10 microns

Greater than 10 microns

84
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  1. What property of alum attracts negatively charged particles?

  2. Ease of creating alloys

  3. Large particle size

  4. Negative charge

  5. Positive charge

Positive charge

85
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  1. What happens to the settling rate (settling velocity) of particles in water when the water temperature drops?

  2. Decreases

  3. Depends on weather

  4. Increases

  5. Stays constant

Decreases

86
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  1. What is the largest portion of the sedimentation basin?

  2. Inlet zone

  3. Outlet zone

  4. Settling zone

  5. Sludge zone

Settling zone

87
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  1. Calculate the theoretical detention time for a rectangular sedimentation basin in hours. The basin is 80 feet long, 30 feet wide, 10 feet deep, and treats a flow of 1.8 MGD.

  2. 0.24 hours

  3. 2.4 hours

  4. 24 hours

  5. 240 hours

2.4 hours

88
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  1. What is the major means by which operators can control water treatment processes?

  2. Adiusting chemicals and chemical feed rates

  3. Controlling sedimentation process

  4. Controlling water temperatures

  5. Modifying demands for water

Adiusting chemicals and chemical feed rates

89
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  1. Estimate the surface loading rate in gallons per minute per square foot for a rectangular sedimentation basin 20 feet wide and 40 feet long when the flow is 0.5 MGD.

  2. 0.21 gpm/ft2

  3. 0.43 gpm/ft2

  4. 0.64 gpm/ft2

  5. 0.86 gpm/ft2

0.43 gpm/ft2

90
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  1. Determine the mean flow velocity in feet per minute (ft/min) for a rectangular sedimentation basin with a flow of 2.0 MGD. The basin is 75 feet long and 25 feet wide with a depth of 14 feet.

  2. 0.18 ft/min

  3. 0.36 ft/min

  4. 0.48 ft/min

  5. 0.53 ft/min

0.53 ft/min

91
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  1. Determine the weir loading rate in gallons per minute per foot (gpm/ft) of weir for a rectangular sedimentation basin with a flow rate of 2.0 MGD. Four effluent launders 10.5 feet (ft) long with V.notch weirs on both sides of the launder extend into the basin from the outlet end.

  2. 16.5 gpm/ft

  3. 19.4 gpm/ft

  4. 23.2 gpm/ft

  5. 33.1 gpm/ft

16.5 gpm/ft

92
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  1. _ combine the coagulation, floccula- tion, and sedimentation processes in a single basin.

solids-contact process units

93
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  1. Sludge produced by a solids-contact clarification unit is recycled through the process to act as a _

coagulant aid

94
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  1. Changes in which process variables cause instabil-it in solids-contact units?

  2. DO, chlorine demand, and pH

  3. Color, alkalinity, and pesticides

  4. Flow, temperature, and turbidity

  5. Taste, odor, and microbial content

Flow, temperature, and turbidity

95
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  1. What does the volume over volume test result tell an operator about the solids-contact unit?

  2. Chemical feeder setting

  3. Clarity of supernatant

  4. Percentage of slurry

  5. Speed of the recirculation device

Percentage of slurry

96
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  1. If the raw water at a treatment plant needs a lime dose of 10.5 mg/L, determine the setting on the lime feeder in pounds per day (1b/d) when the flow is 1.5 MGD

  2. 126 lb/d

  3. 131 lb/d

  4. 154 lb/d

  5. 175 l6/d

131 lb/d

97
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  1. What is the primary factor in determining the frequency of sludge removal?

  2. Rate of chemical feed

  3. Rate of flow

  4. Rate of sludge buildup

  5. Rate of weir loading

Rate of sludge buildup

98
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  1. Low-turbidity source waters may not require _

sedimentation

99
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  1. Which water quality indicators should be monitored in the normal operation of the sedimentation process?

  2. Chlorine residual and coliforms

  3. Suspended solids and dissolved oxygen

  4. Taste, odor, and pH

  5. Temperature and turbidity

Temperature and turbidity

100
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  1. In solids-contact clarifiers, what should an operator do if the sludge blanket is of normal density but very close to the surface?

  2. Adjust the chemical dose

  3. Install sight glasses

  4. Prevent short-circuiting

  5. Waste more sludge

Waste more sludge