This quiz assesses knowledge on coagulation and flocculation in water treatment plants. It covers misconceptions about particle settling, coagulation theory, operator control over water properties, and the effects of coagulant dosing, emphasizing the importance of correct practices for effective water treatment.
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Long chain molecules formed by the union of many monomers
Very small, finely divided solids that remain dispersed in a liquid for a long time due to their small size and electrical charge
Very small solids suspended in water which can vary widely in size, shape, density, and electrical charge
Very small solids that settle out of the water being treated
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To control corrosion
To filter out suspended particles
To remove particulate impurities, especially nonsettleable solids, and color from the water being treated
To settle our larger suspended particles
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A laboratory procedure used to estimate the minimum or ideal coagulant dose required to achieve certain water quality goals
A process used to kill disease-causing organisms
A solution or liquid whose chemical makeup neutralizes acids or bases without a great change in pH
The capacity of water to neutralize acids
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To clarify the water being treated prior to treatment by the sedimentation and filtration processes
To create a floc of a good size, density, and toughness for later removal in the sedimentation and filtration processes
To flocculate the water being treated in a timely manner
To prevent solids settling out in the flocculation basin
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Adjusting the alkalinity
Keeping the floc in suspension
Maintaining a constant pH
Selection of the proper type and amount of coagulant chemical(s) to be added to the water being treated
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Because chemicals actually used in the plant are easier to apply in the lab
Because chemicals actually used in the plant are most readily available
Because raw water prefers chemicals actually used in the plant
Because sometimes, trace impurities in industrial chemicals can have significant effects
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Devices used to optimize coagulant doses
Digital jar tests
Meters that measure stream flow
Methods of continuously monitoring electrical charges
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Cleaning or clearing well maintenance activities
Improved filter performance
Installation of new turbidimeter equipment
Poor coagulation-flocculation process performance
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To increase the efficiency of coagulant dosage
To remove natural organic matter (NOM) from water
To remove turbidity without changing chemical dosages
To speed up the removal of impurities in water
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A collection of individual samples obtained at regular intervals
A sample collected from flowing water at a particular place in the plant
A sample portion of material or water that is as nearly identical in content and consistency as possible to that in the larger body of material or water being sampled
A single sample of water collected at a particular time and place which represents the composition of the water only at that time and place
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By smelling for gases before entry
By using appropriate ventilation systems
By using gas detectors
By using the buddy system
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Not all water supplies can be treated with equal success
Overdosing can result in accelerated head loss buildup
Overdosing will adversely affect coagulation efficiency
Some polymers are dosage limited
Some polymers lose their effectiveness when used in the presence of a chlorine residual
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A properly shaped basin for uniform mixing
Evaluation of influent and effluent floc dimensions
Mechanical equipment or other means of creating the stirring action
The proper stirring intensity
The selection of the right stirring time (detention time)
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Alkalinity
Color
PH
Temperature
Turbidity
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Ability of a particular filter to handle the applied waters
Indirect measurement of suspended solids concentration
Particle density
Particle size
Particle volume
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Chemical feed rates
Continuous flow conditions
Detention times
Mixing conditions
Settling conditions
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Advising other operators and support personnel of current process conditions
Advising other operators and support personnel of unique or unusual events
Clear and concise written or oral communications
Good record keeping
Lengthy and wordy reports
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Amount of leaves and debris on intake screens
Coagulation process effluent quality
Coliform levels in the chlorine contact basin effluent
Flocculation basin floc quality
Source water quality
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Disinfection by-products (DBPs)
Dissolved or suspended organic carbon (color)
Iron and manganese
Total organic carbon (TOC)
Trihalomethanes (THMs)
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Flocculation deteriorates
Flocculation is improved
Sulfuric acid addition prior to coagulant feed preconditions the organic compounds
The coagulant demand decreases correspondingly to the degree of molecular dissociation
The humic and fulvic molecules dissociate (separate) to a lesser degree
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Electrical hazards
Open-surface, water-filled basins (drowning)
Rotating and mechanical equipment
Slippery empty basins (falls)
Toxic and explosive gasses or insufficient oxygen
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Acid or caustic solutions
Dangerous chemicals
Glassware
Loud noises
Reagents
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Excessive noise
Excessive vibration
Leakage
Location of the manufacturer's technical manual
Overheating
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Explosive gases
Inadequate space
Insufficient oxygen
Nitrogen gases
Toxic gases
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23 min
25 min
28 min
31 min
35 min
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53 lbs/day
68 lbs/day
75 lbs/day
83 lbs/day
90 lbs/day
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385 lbs
440 lbs
495 lbs
550 lbs
605 lbs
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2.1 mg/L
2.2 mg/L
2.4 mg/L
2.6 mg/L
2.8 mg/L
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11.2 gallons
13.5 gallons
14.3 gallons
15.0 gallons
16.5 gallons
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Quiz Review Timeline (Updated): Mar 22, 2023 +
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