TEXAS WASTEWATER CLASS C NEWEST ACTUAL EXAM
COMPLETE 150 QESTIONS AND CORRECT DETAILED
ANSWERS (VERIFIED ANSWERS) |ALREADY GRADED A+
1. The Activated Sludge Process:
A. requires preaeration
B. requires Activated Carbon
C. is an aerobic biological process.
D. Usually precedes primary sedimentation.
E. Requires 50% by volume old sludge to work effectively.: C. Is an
Aerobic biological process
2. A complete mix activated sludge plant has a fast settling sludge and
high amounts of pin floc leaving the clarifier. One way to correct this
problem is to
:
A. Increase the RAS Flow
B. Reduce Wasting Rates
C. Increase dissolved oxygen levels.
D. Increase the F/M ratio by wasting more
E. Increase the sludge age by wasting less.: D. Increase the F/M Ratio by
Wasting More
3. Which of the following flow rates should be measured if the operator is
to control plant properly?
A. Aeration rate or resulting dissolved oxygen level.
B. Influent or effluent.
C. return sludge
D. waste sludge
E. all the above: E. all the above
4. During start up your aeration tank produces excessive amounts of
billowing white foam. This can be corrected by:
, A. Doing nothing, it will go away in a few hours
B. Increasing the sludge wasting rate
C. Seeding the process with sufficient good quality sludge
D. Spraying water on the foam until it is gone
E. Taking a weeks’ vacation: C. Seeding the process with sufficient good
quality sludge
5. In solving an operational problem at a treatment plant:
A. there is almost always a good technical solution. It may require
consider- able experience and time to learn what it is.
B. Human errors have to be corrected since the operator is at fault.
C. don't let the laboratory personnel influence you're judgement as to what
the best solution is.
D. standard textbooks in sanitary engineering are the best source of
informa- tion.
E. It is best to do nothing until the TNRCCC sends a violation notice.: A.
there is almost always a good technical solution. It may require
considerable experience and time to learn what it is.
6. When the return sludge rate is too low, what happens?
A. the aeration tank will not fill
B. There will be insufficient organisms to treat the waste load entering
the aeration basin
C. the activated sludge in the aerator will starve.
D. the sludge blanket in the secondary clarifier could become too high.
E. B and D: E. B and D
7. What factors affect how well the mixed liquor suspended solids settle in
the final clarifier?
A. flow velocity and or turbulence
B. temperature
C. quality of the mixed liquor solids
D. Short circuiting
E. All of the above: E. All of the above
8. The Active sludge process parameters which n operator can change
directly are:
COMPLETE 150 QESTIONS AND CORRECT DETAILED
ANSWERS (VERIFIED ANSWERS) |ALREADY GRADED A+
1. The Activated Sludge Process:
A. requires preaeration
B. requires Activated Carbon
C. is an aerobic biological process.
D. Usually precedes primary sedimentation.
E. Requires 50% by volume old sludge to work effectively.: C. Is an
Aerobic biological process
2. A complete mix activated sludge plant has a fast settling sludge and
high amounts of pin floc leaving the clarifier. One way to correct this
problem is to
:
A. Increase the RAS Flow
B. Reduce Wasting Rates
C. Increase dissolved oxygen levels.
D. Increase the F/M ratio by wasting more
E. Increase the sludge age by wasting less.: D. Increase the F/M Ratio by
Wasting More
3. Which of the following flow rates should be measured if the operator is
to control plant properly?
A. Aeration rate or resulting dissolved oxygen level.
B. Influent or effluent.
C. return sludge
D. waste sludge
E. all the above: E. all the above
4. During start up your aeration tank produces excessive amounts of
billowing white foam. This can be corrected by:
, A. Doing nothing, it will go away in a few hours
B. Increasing the sludge wasting rate
C. Seeding the process with sufficient good quality sludge
D. Spraying water on the foam until it is gone
E. Taking a weeks’ vacation: C. Seeding the process with sufficient good
quality sludge
5. In solving an operational problem at a treatment plant:
A. there is almost always a good technical solution. It may require
consider- able experience and time to learn what it is.
B. Human errors have to be corrected since the operator is at fault.
C. don't let the laboratory personnel influence you're judgement as to what
the best solution is.
D. standard textbooks in sanitary engineering are the best source of
informa- tion.
E. It is best to do nothing until the TNRCCC sends a violation notice.: A.
there is almost always a good technical solution. It may require
considerable experience and time to learn what it is.
6. When the return sludge rate is too low, what happens?
A. the aeration tank will not fill
B. There will be insufficient organisms to treat the waste load entering
the aeration basin
C. the activated sludge in the aerator will starve.
D. the sludge blanket in the secondary clarifier could become too high.
E. B and D: E. B and D
7. What factors affect how well the mixed liquor suspended solids settle in
the final clarifier?
A. flow velocity and or turbulence
B. temperature
C. quality of the mixed liquor solids
D. Short circuiting
E. All of the above: E. All of the above
8. The Active sludge process parameters which n operator can change
directly are:
