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This section includes 24 Mcqs, each offering curated multiple-choice questions to sharpen your Waste Water Engineering knowledge and support exam preparation. Choose a topic below to get started.
1. |
Which of the following represents the impeller shaft in the following figure?Figure: Flash mixer |
A. | F |
B. | E |
C. | C |
D. | B |
Answer» B. E | |
2. |
The detention period of a flash mixer is _________________Figure: Flash mixer |
A. | 2 minutes |
B. | 30 minutes |
C. | 1 hour |
D. | 2 hours |
Answer» B. 30 minutes | |
3. |
‘C’ in the following figure represents the ________Figure: Flash mixer |
A. | Impeller |
B. | Impeller shaft |
C. | Deflecting wall |
D. | Flash mixer wall |
Answer» D. Flash mixer wall | |
4. |
The speed of impeller in a flash mixer is ___________Figure: Flash mixer |
A. | 45rpm |
B. | 60rpm |
C. | 110rpm |
D. | 200rpm |
Answer» D. 200rpm | |
5. |
Which of the following is correctly paired in the following figure?Figure: Flash mixer |
A. | C – Impeller |
B. | D – Outlet |
C. | F – Deflecting wall |
D. | E – Impeller |
Answer» E. | |
6. |
Which of the following is the correct expression regarding temporal mean velocity in the following figure?Figure: Flash mixer |
A. | G = (P/μV)1/2 |
B. | G = (P/μV) |
C. | G = (P/μV)2 |
D. | G = (Pμ/V)1/2 |
Answer» B. G = (P/μV) | |
7. |
Which of the following goes to the flocculation tank in the following figure?Figure: Flash mixer |
A. | B |
B. | C |
C. | E |
D. | F |
Answer» C. E | |
8. |
_________ is the average of velocities at a point over a definite period of time.Figure: Flash mixer |
A. | Mean velocity |
B. | Relative velocity |
C. | Velocity gradient |
D. | Temporal mean velocity |
Answer» E. | |
9. |
Which of the following represents the device which is used for sludge removal in the following figure?Figure: Flash mixer |
A. | F |
B. | E |
C. | D |
D. | B |
Answer» D. B | |
10. |
Which of the following represents the coagulant pipe in the following figure?Figure: Flash mixer |
A. | A |
B. | B |
C. | C |
D. | D |
Answer» B. B | |
11. |
OUT_OF_THESE_WHICH_IS_NOT_USED_AS_A_CHEMICAL_COAGULANT??$ |
A. | Alum |
B. | Calcium chloride |
C. | Ferric Chloride |
D. | Poly Iron Chloride |
Answer» E. | |
12. |
IRON_PRECIPITATION_OCCURS_AT_WHICH_PH??$ |
A. | 1-3 |
B. | 3-5 |
C. | 5-7 |
D. | 7-9 |
Answer» E. | |
13. |
When alum is added to the waste water containing calcium ions which compound is formed as a precipitate?$ |
A. | Al(OH)<sub>3</sub> |
B. | Al<sub>2</sub> (SO<sub>4</sub>)<sub>3</sub> |
C. | Ca(OH)<sub>2</sub> |
D. | CaCO<sub>3</sub> |
Answer» B. Al<sub>2</sub> (SO<sub>4</sub>)<sub>3</sub> | |
14. |
What is the one disadvantage of adding chemicals to bring about precipitation?$ |
A. | The TSS increases |
B. | The TDS increases |
C. | BOD increases |
D. | It imparts colour |
Answer» C. BOD increases | |
15. |
What is the recommended surface loading rate in case of alum floc suspension? |
A. | 30-70 m<sup>3</sup>/m<sup>2</sup>.d |
B. | 10-30 m<sup>3</sup>/m<sup>2</sup>.d |
C. | 70-100 m<sup>3</sup>/m<sup>2</sup>.d |
D. | <10 m<sup>3</sup>/m<sup>2</sup>.d |
Answer» B. 10-30 m<sup>3</sup>/m<sup>2</sup>.d | |
16. |
Why is Ferric ammonium sulfate generally not used as a coagulant? |
A. | It is very expensive |
B. | It is dependent on the Dissolved oxygen present in the waste water |
C. | It is a very slow process |
D. | It works only at high pH |
Answer» C. It is a very slow process | |
17. |
Along with ferrous sulphate what other chemical is added in order to bring about precipitation? |
A. | Alum |
B. | PAC |
C. | Lime |
D. | Polyelectrolyte |
Answer» D. Polyelectrolyte | |
18. |
Alum precipitation occurs at which pH? |
A. | 1-3 |
B. | 3-5 |
C. | 5-7 |
D. | 7-9 |
Answer» D. 7-9 | |
19. |
Microflocculation is brought about by which phenomenon? |
A. | Velocity gradient |
B. | Differential settling |
C. | Brownian movement |
D. | Differential mixing |
Answer» D. Differential mixing | |
20. |
What is the speed of the impeller in a flash mixer? |
A. | 90 rpm |
B. | 100 rpm |
C. | 110 rpm |
D. | 120 rpm |
Answer» D. 120 rpm | |
21. |
What is the density of alum content used in water treatment? |
A. | 9.8 lb/gal |
B. | 10.1 lb/gal |
C. | 11.1 lb/gal |
D. | 9.2 lb/gal |
Answer» D. 9.2 lb/gal | |
22. |
The agglomeration of destabilized particles into large particles is called _________ |
A. | Sedimentation |
B. | Coagulation |
C. | Flocculation |
D. | Disinfection |
Answer» D. Disinfection | |
23. |
What is the first step in clarification? |
A. | Sedimentation |
B. | Coagulation |
C. | Flocculation |
D. | Screening |
Answer» C. Flocculation | |
24. |
Clarification removes most of the turbidity. |
A. | True |
B. | False |
Answer» B. False | |