 
			 
			MCQOPTIONS
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				This section includes 20 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. | Lamella Clarifier works on which principle? | 
| A. | Cocurrent settling | 
| B. | Countercurrent settling | 
| C. | Cross flow settling | 
| D. | Hindered settling | 
| Answer» C. Cross flow settling | |
| 2. | When will the particles settle in a tank which is subjected to countercurrent settling? | 
| A. | V<(VƟ – V sinƟ)/v cosƟ | 
| B. | V>= VƟ/v cosƟ | 
| C. | V>= (VƟ – V sinƟ)/v cosƟ | 
| D. | V<VƟ/v cosƟ | 
| Answer» D. V<VƟ/v cosƟ | |
| 3. | How is the length of the surface calculated in case of countercurrent settling? | 
| A. | Lp=wVƟ/ v cos Ɵ | 
| B. | Lp=(VƟ – V sinƟ)/ v cos Ɵ | 
| C. | Lp=w(VƟ – V sinƟ) | 
| D. | Lp=w(VƟ – V sinƟ)/ v cos Ɵ | 
| Answer» E. | |
| 4. | HOW_IS_THE_LENGTH_OF_THE_SURFACE_CALCULATED_IN_CASE_OF_COUNTERCURRENT_SETTLING??$ | 
| A. | L<sub>p</sub>=wV<sub>Ɵ</sub>/ v cos Ɵ | 
| B. | L<sub>p</sub>=(V<sub>Ɵ</sub> – V sinƟ)/ v cos Ɵ | 
| C. | L<sub>p</sub>=w(V<sub>Ɵ</sub> – V sinƟ) | 
| D. | L<sub>p</sub>=w(V<sub>Ɵ</sub> – V sinƟ)/ v cos Ɵ | 
| Answer» E. | |
| 5. | Lamella Clarifier works on which principle?$ | 
| A. | Cocurrent settling | 
| B. | Countercurrent settling | 
| C. | Cross flow settling | 
| D. | Hindered settling | 
| Answer» C. Cross flow settling | |
| 6. | When will the particles settle in a tank which is subjected to countercurrent settling?$ | 
| A. | V<(V<sub>Ɵ</sub> – V sinƟ)/v cosƟ | 
| B. | V>= V<sub>Ɵ</sub>/v cosƟ | 
| C. | V>= (V<sub>Ɵ</sub> – V sinƟ)/v cosƟ | 
| D. | V<V<sub>Ɵ</sub>/v cosƟ | 
| Answer» D. V<V<sub>‚Äö√†√ú‚àö¬∫</sub>/v cos‚Äö√†√ú‚àö¬∫ | |
| 7. | How is the height of the sludge calculated in a sludge drying bed? | 
| A. | H<sub>t</sub>-H<sub>x</sub>=(H<sub>2</sub>-H<sub>x</sub>)ei<sup>t2</sup> | 
| B. | H<sub>t</sub>=(H<sub>2</sub>-H<sub>x</sub>)ei<sup>t2</sup> | 
| C. | H<sub>t</sub>-H<sub>x</sub>=(H<sub>2</sub>)ei<sup>t2</sup> | 
| D. | H<sub>t</sub>-H<sub>x</sub>=(H<sub>x</sub>)ei<sup>t2</sup> | 
| Answer» B. H<sub>t</sub>=(H<sub>2</sub>-H<sub>x</sub>)ei<sup>t2</sup> | |
| 8. | What is the major assumption made when solid flux method is used to find the area of the sedimentation basin? | 
| A. | Settling basin is not operating at a steady state | 
| B. | Settling basin is operating at an adiabatic state | 
| C. | Settling basin is operating at a steady state | 
| D. | Settling basin is operating at an isobaric state | 
| Answer» D. Settling basin is operating at an isobaric state | |
| 9. | How is the critical concentration of sludge thickener tank calculated? | 
| A. | H<sub>u</sub>= C<sub>0</sub><sup>2</sup> H<sub>0</sub>/ Cu | 
| B. | H<sub>u</sub>= C<sub>0</sub> H<sub>0</sub>/ Cu<sub>2</sub> | 
| C. | H<sub>u</sub>= Cu H<sub>0</sub>/ C<sub>o</sub>S | 
| D. | H<sub>u</sub>= C<sub>0</sub> H<sub>0</sub>/ Cu | 
| Answer» E. | |
| 10. | How is the area of a sludge thickening tank calculated? | 
| A. | A=2QT<sub>a</sub>/H<sub>0</sub> | 
| B. | A=QT<sub>a</sub>/H<sub>0</sub> | 
| C. | A=QT<sub>a</sub>/2H<sub>0</sub> | 
| D. | A=QT<sub>a</sub>/H<sub>0</sub><sup>2</sup> | 
| Answer» C. A=QT<sub>a</sub>/2H<sub>0</sub> | |
| 11. | How is the length of the surface of a settling tank determined in case of cross- flow settling? | 
| A. | L<sub>p</sub>=wVƟ/ v cos Ɵ | 
| B. | L<sub>p</sub><wVƟ/ v cos Ɵ | 
| C. | L<sub>p</sub>= (VƟ – V sinƟ)/ v cos Ɵ | 
| D. | L<sub>p</sub><(VƟ – V sinƟ)/ v cos Ɵ | 
| Answer» B. L<sub>p</sub><wV‚Äö√†√ú‚àö¬∫/ v cos ‚Äö√†√ú‚àö¬∫ | |
| 12. | In countercurrent settling how is the solid suspension fed? | 
| A. | From the bottom | 
| B. | From the sides | 
| C. | From the top | 
| D. | Flow is up the plates | 
| Answer» D. Flow is up the plates | |
| 13. | Which mode of settling are tube settlers based on? | 
| A. | Counter current settling | 
| B. | Cocurrent settling | 
| C. | Cross flow settling | 
| D. | Flocculant settling | 
| Answer» B. Cocurrent settling | |
| 14. | What is the product obtained when a coagulant is mixed with wastewater? | 
| A. | Sediments | 
| B. | Acid | 
| C. | Floc | 
| D. | Grit | 
| Answer» B. Acid | |
| 15. | What is type IV settling also called as? | 
| A. | Zone settling | 
| B. | Hindered settling | 
| C. | Compression settling | 
| D. | Expansion settling | 
| Answer» D. Expansion settling | |
| 16. | Type III settling is called as hindered settling. | 
| A. | True | 
| B. | False | 
| Answer» B. False | |
| 17. | How many types of settling are present? | 
| A. | 2 | 
| B. | 3 | 
| C. | 4 | 
| D. | 6 | 
| Answer» D. 6 | |
| 18. | Which is the primary force acting on the Settleable particles? | 
| A. | Gravitational force | 
| B. | Centrifugal force | 
| C. | Mechanical force | 
| D. | Radial force | 
| Answer» B. Centrifugal force | |
| 19. | Settling tanks are also called as sedimentation tanks. | 
| A. | True | 
| B. | False | 
| Answer» B. False | |
| 20. | _______ is a process by which particles settle to the bottom of the liquid. | 
| A. | Settling | 
| B. | Coagulation | 
| C. | Sedimentation | 
| D. | Filtration | 
| Answer» B. Coagulation | |