The taking in of one substance in the body of another
To gather onto the surface of a substance
Soak like a sponge
What does the term loading refer to?
The pounds of MLVSS under aeration
The cfm of air supplied to the aeration tank
The pounds of BOD entering the aeration tank
The amount of waste sludge removed from the system
Which two age parameters are most similar to each other?
GSA and F/M ratio
SRT and MCRT
SRT and GSA
GSA and MCRT
What type of solids cannot be removed with typical effluent filters?
Settleable
Suspended
Total
Dissolved
Dissolve solids, like sugar in water, are not typically removed with effluent filtration. What is not a typical loading equivalent in domestic wastewater?
About 0.17 lbs BOD/person/day
About 0.2 lbs TSS/person/day
About 100 gal/person/day
About 100 mg/l NH3/person/day
What does the "M" mean in the process parameter F/M ratio?
lbs volatile microorganisms in aeration
gpd plant flow
gpd waste sludge leaving aeration
lbs/day influent BOD entering aeration
Which has a higher pH, sodium hydroxide or aluminum sulfate?
Aluminum sulfate
Sodium hydroxide
They are both the same
Alum has a high pH
What is a typical loading equivalent for TSS in domestic wastewater?
About 0.17 lbs/person/day
About 0.2 lbs/person/day
About 300 gal/person/day
About 200 mg/l/person/day
What type of solids are identified in a muffle furnace test?
Settleable
Suspended
Volatile
Dissolved
What is the main difference between a conventional activated sludge process and an advanced wastewater treatment process?
CBOD5 removal
TSS removal
Nitrogen & phosphorus removal
Metals removal
What is the minimum velocity in a sanitary sewer pipeline necessary to prevent settling of solids and debris?
1 fps
0.5 fps
2 fps
2 fpm
Which chemical is most commonly used in a wet scrubber odor control system when dealing with H2S gas?
Polymer
Sodium hydroxide
Alum
Water
Which condition may be least affected if grit is not removed from the influent flow?
Erosion of valve seats
Take up valuable space in tanks
Poor CBOD5 removal efficiency
Damage pump impellers
Which may be the better adjustment if high H2S levels were leaving a wet scrubber tower?
Decrease the tower pH
Add polymer into the tower
Increase the tower pH
Take the tower out of service
Given the following data, what percentage of BOD5 is removed in this primary clarifier? • Influent BOD5 is 250 mg/l • Primary effluent BOD5 is 175 mg/l
25%
30%
50%
75%
How many total gals/day are removed from a primary clarifier using a double piston pump, given the following data? • Gallons per stroke is 5.4 • Piston spm is 45 • Minutes per day are 358
350,485 gpd
158,498 gpd
173,988 gpd
86,994 gpd
What may be the cause if BOD5 removal in a primary clarifier is less than 15%?
The plant is underloaded
The detention time is too short
The detention time is too long
15% BOD5 removal from a primary clarifier is normal
Given the following data, how many lbs/day of CBOD5 are entering this primary clarifier? • Flow entering the primary clarifier is 92.84 cfm • Influent TSS concentration is 225 mg/l
1,668 ppd
2,769 ppd
1,762 ppd
1,877 ppd
What action should be performed to permanently increase the F/M ratio from 0.3 to 0.4?
Decrease WAS
Increase RAS
Increase RAS
Increase WAS
Which adjustments may be more appropriate to make if the aeration inlet OUR is 30 mg/l/hr, the aeration tank foam is very dark, and the aeration outlet ammonia level is too high?
Increase the RAS rate and decrease the D.O.
Increase the aeration air supply and increase the WAS rate
Decrease the WAS rate and increase the RAS rate
Take an aeration tank out of service
Which adjustment will create an increased contact time in the aeration tank?
Lower the weir
Increase the air supply rate
Decrease the WAS rate
Decrease the RAS rate
What adjustment may help if solids are rising in the secondary clarifier accompanied by large septic gas bubbles?
Increase aeration D.O.
Decrease RAS rate
Decrease WAS rate
Increase SRT
Which aeration foam may indicate an old sludge condition?
Black or dark brown in color
Light brown in color
White or very light in color
Light grey in color
What action should be performed to permanently reduce the F/M ratio from 0.4 to 0.3?
Decrease WAS
Increase RAS
Increase RAS
Increase WAS
Which operating parameter is not common for a conventional activated sludge process?
D.O. between 1.0 to 2.5 mg/l
SRT between 5 to 10 days
RAS to Q ratio about 50%
F/M ratio between 0.1 to 0.15
What does it mean when you observe red worms while performing a microscopic examination of the activated sludge?
The sludge is very young
The SRT is low
The sludge is very old
The F/M ratio is high
Given the following data what is the solids inventory of MLVSS in the aeration tanks? • Each Aeration Tank has four (4) Passes, Each 125 ft. long, 25 ft. wide, and 15 ft. deep • Aeration MLSS is 4,500 mg/l • Aeration MLSS is 74% Volatile
38,951 lbs
104,587 lbs
77,901 lbs
105,272 lbs
How many lbs/day of CBOD5 remain in the plant effluent? · Influent Flow is 10.5 mgd · Effluent CBOD5 is 2.0 mg/l
175 ppd
21,893 ppd
21,717 ppd
131 ppd
How many gallons of WAS are removed from the process each day? • Two (2) Complete Bardenpho Trains: Each Fermentation Tank is 119 ft. long, 43 ft. wide, and 15 ft. deep Each 1st Anoxic Tank is 119 ft. long, 38 ft. wide, and 15 ft. deep Each Aeration Tank has four (4) Passes, Each 125 ft. long, 25 ft. wide, and 15 ft. deep Each 2nd Anoxic Tank is 119 ft. long, 60 ft. wide, and 15 ft. deep Each Reaeration Tank is 119 ft. long, 20 ft. wide, and 15 ft. deep • Aeration MLSS is 4,500 mg/l · WAS concentration is 1% TS • WAS Volume is Based on 20 Day SRT (using all zones in each train)
117,150 gpd
239,769 gpd
79,923 gpd
159,846 gpd
What is the F/M ratio of the activated sludge process, using all zones except fermentation? · Influent CBOD5 is 250 mg/l · Aeration MLSS is 4,500 mg/l · Influent Flow is 10.5 mgd · Aeration MLSS is 74% Volatile · Aeration Tank Volume is 5.95602 MG
0.42
0.13
0.76
0.11
What is the total surface area of all secondary clarifiers? • Four (4) Secondary Clarifiers, Each @ 120 ft. Diameter and 14 ft. Deep
7,850 ft2
3,925 ft2
11,310 ft2
45,216 ft2
What is the MCRT of this activated sludge plant, using all 5 zones? · Two (2) Complete Bardenpho Trains: Each Fermentation Tank is 119 ft. long, 43 ft. wide, and 15 ft. deep Each 1st Anoxic Tank is 119 ft. long, 38 ft. wide, and 15 ft. deep Each Aeration Tank has four (4) Passes, Each 125 ft. long, 25 ft. wide, and 15 ft. deep Each 2nd Anoxic Tank is 119 ft. long, 60 ft. wide, and 15 ft. deep Each Reaeration Tank is 119 ft. long, 20 ft. wide, and 15 ft. deep · WAS Volume is Based on 20 Day SRT (using all zones in each train) · WAS Concentration is 1% and 70% Volatile · Plant Flow is 10.5 mgd · Effluent TSS/VSS is 1.5 mg/l
13 days
20 days
14 days
23 days
What is the surface settling rate of the secondary clarifiers? · Influent Flow is 10.5 mgd · Four (4) Secondary Clarifiers, Each @ 120 ft. Diameter and 14 ft. Deep
232 gal/day/ft2
3,414 gal/day/ft2
366 gal/day/ft2
928 gal/day/ft2
What is the solids loading rate on the secondary clarifiers? • Influent Flow is 10.5 mgd • Aeration MLSS is 4,500 mg/l · RAS Flow 60% of Q • Four (4) Secondary Clarifiers, Each @ 120 ft. Diameter and 14 ft. Deep
12.6 lbs/day/ft2
8.6 lbs/day/ft2
13.9 lbs/day/ft2
9.9 lbs/day/ft2
What is the GSA (Gould Sludge Age) in this plant (using all zones)? • Two (2) Complete Bardenpho Trains: Each Fermentation Tank is 119 ft. long, 43 ft. wide, and 15 ft. deep Each 1st Anoxic Tank is 119 ft. long, 38 ft. wide, and 15 ft. deep Each Aeration Tank has four (4) Passes, Each 125 ft. long, 25 ft. wide, and 15 ft. deep Each 2nd Anoxic Tank is 119 ft. long, 60 ft. wide, and 15 ft. deep Each Reaeration Tank is 119 ft. long, 20 ft. wide, and 15 ft. deep • Aeration MLSS is 4,500 mg/l • Influent Flow is 10.5 mgd • Influent TSS is 230 mg/l
17.4 days
1.9 days
8.0 days
13.2 days
What is the SVI of this mixed liquor? • Settleometer @ 30 Minutes is 325 ml/l • Aeration MLSS is 4,500 mg/l
72
8.6
138
170
How many gallons of WAS should be removed if a 10 day SRT is the desired target (using all zones)? · Two (2) Complete Bardenpho Trains: Each Fermentation Tank is 119 ft. long, 43 ft. wide, and 15 ft. deep Each 1st Anoxic Tank is 119 ft. long, 38 ft. wide, and 15 ft. deep Each Aeration Tank has four (4) Passes, Each 125 ft. long, 25 ft. wide, and 15 ft. deep Each 2nd Anoxic Tank is 119 ft. long, 60 ft. wide, and 15 ft. deep Each Reaeration Tank is 119 ft. long, 20 ft. wide, and 15 ft. deep · WAS Concentration is 1.0% Total Solids · WAS is 70% Volatile · Aeration MLSS is 4,500 mg/l
236,563 gpd
198,875 gpd
159,840 gpd
319,693 gpd
What is the detention time in the aeration tanks? (not including RAS flow) • Each Aeration Tank has four (4) Passes, Each 125 ft. long, 25 ft. wide, and 15 ft. deep • Influent Flow is 10.5 mgd
16.2 hours
10.9 hours
6.4 hours
4.0 hours
What is the total length of weir for the secondary clarifiers? • Four (4) Secondary Clarifiers, Each @ 120 ft. Diameter and 14 ft. Deep
1,507 feet
912 feet
377 feet
1,885 feet
Given the OP data, inlet and outlet of the fermentation tanks, does this indicate good operational performance? • Fermentation Effluent OP is 20.5 mg/l • Inlet OP is 8.0 mg/l
No, the OP is too high in the fermentation tank outlet
Yes, the OP should be 2 to 3 times the concentration of the tank inlet
The fermentation tank is not designed to release phosphorus as a conditioning process
There is not enough data to evaluate the efficiency of the fermentation tanks
How much alkalinity was consumed, using the standard 7.2 lbs of alkalinity consumed per lb of ammonia converted, given the effluent NH3 value in the data? · Effluent NH3 is 0.1 mg/l · Influent Flow is 10.5 mgd · Influent NH3 is 19 mg/l
1,196 lbs
916 lbs
11,916 lbs
12,655 lbs
Is the secondary clarifier calculated weir overflow rate acceptable, given the acceptable design is between 5,000 to 15,000 gpd/ft? · Four (4) Secondary Clarifiers, Each @ 120 ft. Diameter and 14 ft. Deep · Influent Flow is 10.5 mgd
Yes, it is lower than acceptable design values
No, it is higher than acceptable design values
There is not enough data to calculate the weir overflow rate
Weir overflow rate is not a parameter for secondary clarifiers
With all of the data and results for this plant, is the F/M ratio within an acceptable range? · Aeration MLSS is 4,500 mg/l · F/M ratio is 0.13 · MCRT is 20 days
Yes
No
The effluent quality is very poor
Both "b & c"
With all of the data and results for this plant, are the secondary clarifiers being overloaded? · SLR is 14 ppd/ft2 · SSR is 232 gpd/ft2 · WOR is 7,000 gpd/ft
Yes
No
The effluent quality is very poor
There is not enough data to calculate clarifier loading rates
What action should be considered if "sloughing" from the trickling filter creates problems in the downstream processes?
Bypass the trickling filter
Dose the trickling filter media with HTH
Decrease the recirculation rate
Reduce the speed of the distribution arm
What are psychoda?
Organisms that cause sludge bulking
A type of red worm that grow on trickling filter media
Nitrifying bacteria found in sand filters
Small flies often found on trickling filters
Which time of day will generally produce the highest D.O. in an unaerated stabilization pond?
12 midnight
9 p.m.
4 a.m.
9 a.m.
What type of trickling filter would be more likely to receive 15 million gallons per acres per day?
Low rate
Polishing filter
Second stage filter
High rate
What action should be considered to control filter flies?
Take the filter out of service
Reduce the inlet flow rate
Flood the filter
Filter flies are never a problem
What could be the cause of an entire trickling filter media turning brown, with the exception of strips of green?
The recirculation rate is too high
The distribution arm stopped rotating
The media is not sloughing enough
The total flow rate to the filter is too high
Given the following data, what is the volume of this pond in acre-feet? • Influent flow is 500 gpm • Pond depth is 3 feet • Pond detention time is 30 days
0.15 acre-feet
33.1 acre-feet
120.3 acre-feet
66.3 acre-feet
Where does nitrification primarily occur?
Anoxic
Fermentation
Aerobic
Anaerobic
Which group of bacteria are responsible for converting NO2 to NO3?
Heterotrophic
Nitrosomonas
Nitrobacter
Fermenters
Which group of bacteria can be facultative and are responsible for CBOD5 removal and denitrification in the activated sludge process?
Heterotrophic
Nitrosomonas
Autotrophic
Fermenters
Which adjustment will normally improve denitrification in an aeration tank?
Increase the air supply
Increase the D.O.
Decrease the D.O.
Shut off the RAS
What happens to the activity rate of activated sludge microorganisms as the temperature increases by 10oC?
It triples
It doubles
It remains the same
It is cut in half
Which adjustment may be best if the OP level entering a BNR secondary clarifier is acceptable, but the OP level in the clarifier effluent is too high?
Reduce the RAS rate and increase the SRT
Increase the RAS rate and decrease the SRT
Increase the MCRT
Reduce the reaeration D.O.
Which group of bacteria are responsible for converting NH3 to NO2?
Heterotrophic
Nitrosomonas
Nitrobacter
Fermenters
Which adjustment may best solve the problem of a high ammonia level in the aeration effluent?
Increase the flow rate
Decrease the aeration D.O.
Place another secondary clarifier into service
Increase the aeration air supply
Given the following data, what level of TKN has been removed in this BNR plant? • Influent TKN is 25.5 mg/l • Effluent TKN is 1.5 mg/l • Biology has taken-up 2.0 mg/l TKN
24.0 mg/l
22.0 mg/l
26.0 mg/l
38.25 mg/l
What activated sludge process alternates biological environments (by altering equipment), from aerobic to anoxic in the same reactor tank?
Bardenpho
Extended aeration
Sequence batch reactor
Pure oxygen reactor
What is the advanced stage of activated sludge called when bacteria oxidize their own cell mass?
Log growth
Declining growth
Cathodic protection
Endogenous respiration
What is an unacceptable range of TSS in the liquid overflow of a gravity thickener?
1 to 3 mg/l
5 to 15 mg/l
Above 100 mg/l
20 to 30 mg/l
Given the following data, what is the depth of the cone, from the SWD to the bottom of the cone? • Gravity Thickener is 50 Feet Diameter • Sludge Blanket Depth is 3 Feet • Floor Slope is 2:12 • Sludge Removed is 50,000 gpd
2.08 feet
1.02 feet
6.14 feet
4.17 feet
What is the cost of polymer used, in $ per dry ton processed, given the following data? • Total sludge feed to the GBT is 76,750 gpd • Feed sludge concentration is 0.75% • Total polymer used is 10 gpd • Polymer specific gravity is 1.03 • Polymer cost is $1.02 per pound
$45.24 / dt
$15.50 / dt
$36.51 / dt
$35.44 / dt
Given the following data: ($36.51 polymer per dry ton of sludge processed), is this an acceptable cost of polymer usage for a GBT?
Yes, very reasonable
No, it is too high
There is not enough data to calculate this parameter
This piece of information is not relevant to GBT operation
Which action will typically allow the float sludge to become thicker in the DAF process?
Increase the sludge feed rate
Decrease the recycle water rate
Decrease the top skimmer speed
Increase the top skimmer speed
Increasing the air saturation into the recycle stream can be accomplished two ways. What is one of the methods?
Increasing the polymer dosage
Decreasing the skimmer speed/frequency
Shutting off the pressurization pump
Increasing the amount of air into the pressurization tank
What may be the cause of an excessively deep bottom sludge blanket in a DAF unit?
The bottom sludge removal rate and/or frequency is too short
The solids loading rate is too low
The air to solids ratio is too high
A deep bottom sludge blanket does not indicate a problem
Which function other than sludge thickening can a centrifuge perform?
Secondary clarification
Sludge dewatering
Sludge stabilization
Conventional activated sludge
Given the following data, how many lbs/day of centrate will this centrifuge produce? • Sludge Feed Rate is 250 gpm • Sludge Feed Solids Concentration is 1.5% TS • Centrate is 95% of Sludge Feed Rate • Centrate Solids Content is 50 mg/l • Centrifuge Operating Time is 16 hrs/day
150 lbs/day
143 lbs/day
45,036 lbs/day
95 lbs/day
Which component is most responsible for economical operation of a centrifuge?
Scroll
Drive
Bowl
Back drive
Which adjustment will normally increase the size of floc particles exiting an in-line venturi mixer?
Open the venturi mixer
Close the venturi mixer
Place a second venturi mixer into service
The venturi mixer has nothing to do with floc size
What device is used to turn over gravity sludge and create clean spaces on the belt (of a gravity belt thickener or belt filter press) to promote improved drainage?
Retention vessel
Venturi mixer
Chicane
Drive unit
Given the following data, what is the solids loading rate of this DAF unit? • DAF tank is 80 feet long, 16 feet wide, and 12 feet deep • Sludge feed rate 55 gpm for 750 mins/day • Sludge feed concentration is 8,000 mg/l
1.2 lbs/day/ft2
3.6 lbs/day/ft2
0.46 lbs/day/ft2
2.1 lbs/day/ft2
What does it mean when the DAF process has a slow floc time accompanied with a normal rise time?
Too much polymer but not enough air
Not enough polymer but the proper amount of air
Not enough polymer and not enough air
The air compressor has been off for several hours
What is the HRT in days of an aerobic digester given the following data: • 75 ft. diameter tank • 20 ft. deep • TWAS feed 15,500 gpd • Tank depth averaged 85% full during the calculation period
62.6 days
31.3 days
23.5 days
36.2 days
What is the Specific Oxygen Utilization Rate (SOUR) in an aerobic digester, given the following data? • OUR test starting D.O. is 7.2 mg/l • OUR test ending D.O. is 4.0 mg/l • OUR test time is 10 minutes • Digested sludge total solids concentration is 1.75%
2.1 mg/hr/gm TS
1.1 mg/hr/gm TS
1.6 mg/hr/gm TS
0.1 mg/hr/gm TS
Given the following data, and using the VanKleek formula, what is the percent volatile solids reduction in this anaerobic digester? • Feed Sludge Total Solids = 3.4% • Feed Sludge Volatile Solids = 2.7% • Digested Sludge Out Total Solids = 2.4% • Digested Sludge Out Volatile Solids = 1.7%
40.1%
37.1%
34.5%
47.1%
Which digester, in a two-stage anaerobic digestion process, is normally not mixed and/or heated?
Primary digester
Secondary digester
Neither are normally mixed or heated
Both are normally mixed and heated
Given the following data, what is the capacity of this digester? • Digester tank diameter is 75 feet • Digester depth is 24 feet to overflow • Digester sludge feed rate is 125 gpm for 8 hrs/day
1,125,147 gals
792,693 gals
3,170,772 gals
157,045 gals
Given the following data, how much gas is being produced per pound of volatile solids destroyed in this anaerobic digester? • Gas production 200,575 cf/day • Sludge feed volume is 125,000 gpd • Sludge feed total solids is 3.2% and the VS content is 81% • Digested sludge removal volume is 122,000 gpd • Digested sludge total solids is 2.3% and the VS content is 73%
2.0 cf gas per lb VS destroyed
0.049 cf gas per lb VS destroyed
20.2 cf gas per lb VS destroyed
18.4 cf gas per lb VS destroyed
Given the following data, what is the annual budget for lime in this plant? • Lime dose rate is 4.5% per wet ton of sludge • Sludge volume (based on dry weight) is 28,690 lbs/day • Sludge cake is 18% TS • Lime cost is $120.00 per ton delivered • Sludge is processed every day of the year
$150,023
$245,345
$28,274
$157,067
What does the following formula represent?
OUR, mg/l/hr ÷ TS, gm/l = mg/hr/gm
Oxygen Uptake Rate
SOUR
SVI
Fecal coliform
Which process modifications may help resolve a condition of massive white foam and low pH in an aerobic digester?
Increase the sludge feed rate
Increase the air supply and increase the D.O.
Decrease the digester SRT
Decrease the air supply and decrease the D.O.
If an SOUR test performed on aerobically digested sludge is 1.1 mg/hr/gm TS, does this digester meet EPA's vector attraction reduction regulation for Class B residuals?
Yes
No
Not enough data to answer this question
This requirement dose not exist
What is a typical range for gas production in a properly operated anaerobic digestion process?
1 to 2 ft3 per lb VS reduced
5 to 7 ft3 per lb VS reduced
11 to 20 ft3 per lb VS reduced
40 to 60 ft3 per lb VS reduced
What are the two (2) reaction forming stages of anaerobic digestion?
Foam and oxygen
Acid and methane
Volatile solids and total solids
Nitrogen and methanol
If a volatile solids reduction calculation for an anaerobic digestion process is 37%, does this digester meet EPA's vector attraction reduction regulation for Class B residuals?
Yes
No
Not enough data to answer this question
This requirement dose not exist
What could be the cause of a "stuck" or "sour" digester?
High acid production
High alkalinity in the sludge
Sludge feed rate too low
Sludge temperature swings less than 1°F per day
Given the following data, what is the volatile solids loading rate in this anaerobic digester? • Digester tank diameter is 75 feet • Digester depth is 24 feet to overflow • Digester sludge feed rate is 125 gpm for 8 hrs/day • Sludge feed total solids concentration is 3.2% • Sludge feed volatile solids concentration is 2.6%
0.12 lbs per day VS per ft3
1.2 lbs per day VS per ft3
0.15 lbs per day VS per ft3
1.5 lbs per day VS per ft3
Given the following data, how long would it take to fill this sand drying bed? • Drying bed is 125 feet long, 25 feet wide, and fill to depth of 18 inches • Fill pump is 124 gpm
383 mins
56 hours
4.7 hours
158 mins
What type of drying bed uses negative pressure to draw water through the bed’s media?
Cone bed
High pressure bed
Vacuum assisted bed
Gravity bed
Which chemicals are most commonly used to condition sludge being applied to a vacuum filter?
Bleach & Alum
Caustic & Ferric
Ferric Chloride & Lime
Lime & Bleach
Which is the only adjustment that will result in the belt filter press discharging more pounds of solids in the cake each hour of operation?
Increase the belt speed
Increase the sludge feed rate
Decrease the polymer feed rate
Decrease the pressure in the shearing zone
What is the primary function of polymer conditioning in the belt filter press process?
To decrease solids content
To promote rapid water release in the gravity section
To sterilize the microorganisms
To disinfect the sludge particles
What may be the result if the belt speed is too fast on a belt filter press?
The floc size may be too small
Gravity filtration will be very good
The cake solids may be too low
The cake solids will be very high
What is a potential problem if too much polymer is used in a belt filter press?
The belts may blind
The cost of operation will decrease
The filtrate quality will be too low in solids
The cake solids concentration may be too high
What does this formula represent? lbs/day sludge feed - lbs/day sidestream ÷ lbs/day sludge feed x 100
Polymer dosage rate
Percent capture efficiency
Throughput production
Filtrate to feed ratio
What is the detention time of a chlorine contact chamber that is 100 feet long, 25 feet wide, 10 feet deep, and has a plant flow rate of 5.5 mgd?
About 2 hours
About 76 minutes
About 49 minutes
About 15 minutes
What type of chlorine residual is attained after the breakpoint is achieved?
Combined
Total
Free
Mono
What is the ratio of liquid chlorine when it expands to chlorine gas?
About 8.34 volumes
About 460 volumes
About 7.48 volumes
About 49.3 volumes
Given the following data, what should be the annual chlorine budget? • Plant Flow = 1.5 mgd • Preliminary Treatment Chlorine Dosage = 3.5 mg/l • RAS System Dosage = 1.25 mg/l • RAS to Q Ratio = 100% • Effluent Chlorine Dosage = 7.2 mg/l • Chlorine Cost = $0.25 per Pound
$25,564
$35,245
$14,789
$13,641
How does the UV system function in regard to disinfection of the final effluent?
The ultraviolet reduces the BOD5 level
The ultraviolet radiation is absorbed by microorganisms and damages the genetic makeup of the organism preventing their further reproduction
The UV system promotes high growth rate of microorganisms and causes them to reach the death cycle quicker
The UV system increases the CBOD5 value
What action should never be performed around a UV system?
Eating
Looking into the lamps without eye protection
Plugging a UV unit into a grounded electrical outlet
Collecting samples
Which effluent quality condition may cause the most problems with the UV disinfection process?
High NH3
High NO3
High NO2
High TSS
What other supply, other than air, can be designed for application to an air feed ozone generator?
Pure nitrogen
Pure oxygen
Argon
Carbon dioxide
What will happen to chlorine residual go when ammonia in the effluent goes up?
Chlorine residual will increase if the chlorine feed rate is increased
Chlorine residual will increase if the chlorine feed rate is decreased
Chlorine residual will increase if the chlorine feed rate is shut off
Ammonia does not affect chlorine residual
What is created when chlorine reacts with ammonia in the effluent stream?
Chloramines
Free residual
Di-chloramines
Tri-chloramines
What action should never be performed with chlorine?
Spray water on a leaking container of chlorine
Feed 1 atmosphere gas through PVC pipes
Change chlorine containers using SCBA
Handle chlorinated effluent with gloves
Which chemical is more commonly used to dechlorinate chlorinated effluent?
Sodium hypochlorite
Bleach
Sulfur dioxide
Ferric chloride
What is the weight relationship of chlorine liquid as compared to water?
Water weighs more than liquid chlorine
Liquid chlorine weighs 2.5 times more than water
Water weighs 1.5 times more than liquid chlorine
Liquid chlorine weighs 1.5 times more than water
What are the two types of gaseous poisoning with chlorine called?
Vapor and pellets
Dry and wet
Mild and extreme
Coughing and choking
When a chlorine leak is identified, what color will it turn?
Yellow
White
Black
Green
What is the chemical formula for sulfur dioxide?
SO4
O2
CO2
SO2
What is the chemical formula for ozone?
O4
O2
CO2
O3
What is the theoretical horsepower required to operate a 2.5 mgd pump against a head of 65 feet?
28.5 HP
35.2 HP
45.3 HP
12.8 HP
What is the sum of the static head, friction head, headloss, and velocity head in a pump and pipe system called?
NPSH
Dynamic
TDH
PSIA
What is the total head on a pump if the inlet pressure reading is 2.5 psi, and the outlet pressure gauge reads 15 psi?
12.50 feet
28.87 feet
40.42 feet
35.47 feet
What is the electrical system called that prevents corrosion on steel surfaces in contact with water or soil?
Hammer
Short circuit
Cathodic protection
Oscillator protector
Which is not a positive displacement pump?
Rotary lobe
Recessed impeller
Progressive cavity
Hydraulic diaphragm
What is the main purpose of greasing an anti-friction bearing?
To stabilize friction
To comply with warranty
To increase operating temperature
To protect steel from corrosion
Given the following data, what is the total revenue collected annually from the industrial contributors? • Total plant flow is 2.55 mgd • Residential connections = 82% of the total flow • Industrial sewer charge is $3.50 per 1,000 gallons
$1,606 per year
$586,372 per year
$293,186 per year
$2,671,252 per year
What is the term that describes the legal right to use the property of others for a specific purpose, such as installing or maintaining a sewer line?
Domain
Easement
Force main
Confined space
What should be budgeted as a total delivery cost for eight (8) valves if one (1) valve costs $537.99. The valves are shipped according to weight, with each valve weighing 104 lbs, at the rate of $1.50 per lb?
$4,303.92
$1,249.00
$6,551.92
$5,551.92
Why are flow measurements important?
They help to determine D.O.
They help to determine loading rates
They help to determine nitrate levels
They help to determine suspended solids removal
Given the following data, what is the total annual budget for sludge disposal in this treatment plant? • $0.035 per gallon disposal fee • $8.25 per hour for the driver • $0.95 per mile transportation costs • 30 minutes to load 6,000 gals • 45 minutes to unload 6,000 gals and wash the truck • The disposal site is 25 miles from the plant • The travel time is 45 minutes round trip • 7,671 gpd sludge disposed with on-site sludge storage
$97,997 per year
$11,588 per year
$127,863 per year
$145,183 per year
Given the following data, what is the annual budget for sulfur dioxide in a facility? • Plant flow rate is 1.5 mgd • Effluent chlorine residual is 2.5 mg/l • Sulfur dioxide to chlorine feed ratio is 1.25:1 • Sulfur dioxide costs $0.35 per pound
$5,327 per year
$4,994 per year
$1,998 per year
$2,245 per year
Given the following data, what is the equivalent percent total solids? • 10 ml of sample • Tare weight of filter is 1.8873 grams • Final weight of filter after drying is 2.2255 grams
2.2%
1.3%
3.4%
4.3%
What piece of equipment is not used in the volatile solids test?
Muffle furnace
Desiccator
Analytical balance
Test tubes
Which two lab tests, when added together, make-up TKN?
TN & Org-N
SON & TN
NO3 & NH3
NH3 & Org-N
What is the CBOD5 concentration, given the following data? • BOD bottle volume is 300 ml • Sample volume is 15.0 ml • Initial D.O. is 8.0 mg/l • Final D.O. after incubation is 4.0 mg/l
20 mg/l
80 mg/l
60 mg/l
96 mg/l
Given the following data, what is the TSS concentration in mg/l? • 50 ml of sample • Tare weight of dish is 11.8873 grams • Final weight of dish after drying is 12.2255 grams
2,624 mg/l
13,012 mg/l
6,764 mg/l
1,312 mg/l
What is a molecule called when it has a positive electrical charge?
Anion
Non-ion
Cation
Electron
Given the following data, how many total gallons are in this digester? (including the cone) • 25 ft diameter • 15 ft deep • 3.12 ft cone depth
About 29,432 total gallons
About 55,048 total gallons
About 58,865 total gallons
About 3,817 total gallons
What is the final effluent TSS value if the plant influent TSS is 225 mg/l, and the TSS percent removal is 97%?
7.65 mg/l
3 mg/l
6.75 mg/l
3.375 mg/l
What will the pressure gauge read on the suction of a pump if the pump is located at floor elevation of the tank and the tank has 12 feet of static water level?
About 5.2 psi
About 27.7 psi
About 12.0 psi
About 4.3 psi
What will be the volume of a tank if the flow entering is 1 mgd and the detention time is 3.5 hours?
583,000 gals
1.2 mg
145,833 gals
312,500 gals
What is the daily volume of WAS to be removed in a plant with 16,680 pounds of MLSS under aeration, a desired SRT of 25 days, and a WAS concentration of 15,000 mg/l?
12,356 gals/day
7,439 gals/day
3,335 gals/day
5,333 gals/day
What is the formula to calculate the weight of a cubic foot of water?
7.48 gal/ft3 x 3.14
8.34 lbs/gal ÷ 7.48 gal/ft3
7.48 gal/ft3 x 8.34 lbs/gal
92.4 cfm/mgd x 8.34 lbs/gal
What is the percent removal of solids in a gravity thickener, given the following data? • 20 gpm sludge feed rate • 1.12% sludge feed concentration • 150 mg/l liquid overflow from the thickener
99.9%
98.7%
86.6%
97.5%
Which formula is used to calculate the circumference of a circular tank?
π r2
π d2
0.785 d2
π d
Given the following data, how many gallons of sludge is in the cone of this anaerobic digester? • 25 ft diameter • 15 ft deep • 3.12 ft cone depth
About 2,432 gallons
About 5,048 gallons
About 3,817 gallons
About 3,217 gallons
What is the average velocity, in ft/s, in a 12-inch diameter pipeline carrying a daily flow of 2.5 mgd?
4.90 ft/s
3.86 ft/s
0.21 ft/s
5.80 ft/s
What is the flow rate in an 8-inch pipe if the velocity is about 3.1 ft/s?
500 gpm
0.70 mgd
250 gpm
1.2 mgd
What is the volume of sludge in 14 inches of a digester with a diameter of 75 feet?
33,029 gallons
3,752 gallons
20,588 gallons
38,545 gallons
Given the following data, what is the SRT in this activated sludge plant? • 12 mgd flow • 150 mg/l influent CBOD5 • 2 mg/l effluent TSS • Four (4) aeration tanks, each @ 200 feet long, 40 feet wide, and 15 feet deep • 2,750 mg/l MLSS • 6,250 mg/l WAS • WAS volume is 2.5% of influent flow
1.3 days
2.6 days
5.2 days
10.4 days
Given the following data, what is the velocity (ft/min) in this channel? • Flow rate is 1,500 gpm • The channel is 6 feet wide with a depth of flow of 15 inches
About 27 ft/min
About 17 ft/min
About 35 ft/min
About 13 ft/min
What chemical is typically used to neutralize leaking chlorine gas?
Hydrate lime
Sodium hydroxide
Bleach
Polymer
What action is appropriate while wearing disposal gloves?
Smoke
Scratch your face
Collect samples
Shake hands with others
What procedure should never be performed while entering a manhole that has been classified as a permit confined space?
Wear a body harness
Complete a confined space entry permit
Test the air with a gas detector
Enter without an attendant
Which respiratory protection device is not acceptable for use in a confined space?
Supplied air respirator
Self contained breathing apparatus (SCBA)
Paper filter mask
Positive pressure escape pack
Which two (2) chemicals are of primary concern, as related to OSHA’s Process Safety Management Program?
Polymer & sodium hypochlorite
Chlorine gas & alum
Sodium hydroxide & sulfur dioxide
Chlorine gas & sulfur dioxide
What is the human threshold of hydrogen sulfide gas?
0.0005 mg/l
0.05 mg/l
10 mg/l
0.5 mg/l
What is the best tool for ensuring safe working conditions in a confined space?
Steel-toe shoes
Hard hat
Confined space entry permit
Goggles
What excavation depth, according to OSHA, is classified as a confined space?
6 feet
4 feet
5 feet
10 feet
Which noise level in the workplace does OSHA require implementation of a hearing protection program?