 
			 
			MCQOPTIONS
 Saved Bookmarks
				This section includes 12 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. | Calculate the amount of air required for the equalization tank with the following detailsFlow: 500 m3/h | 
| A. | nBOD load: 800 mg/L | 
| B. | t950 m<sup>3</sup>/hr | 
| C. | t800 m<sup>3</sup>/hr | 
| D. | t2000 m<sup>3</sup>/hr | 
| E. | t785 m<sup>3</sup>/hr | 
| Answer» D. t2000 m<sup>3</sup>/hr | |
| 2. | Calculate the number of fine diffusers required for the following data.Flow: 300 m3/h | 
| A. | nBOD load: 1000 mg/L | 
| B. | t150 | 
| C. | t146 | 
| D. | t170 | 
| E. | t186 | 
| Answer» C. t146 | |
| 3. | Calculate the number of diffusers for the following.Blower Flow rate: 535 m3/hr | 
| A. | nCoarse diffusers are used. | 
| B. | t54 | 
| C. | t60 | 
| D. | t65 | 
| E. | t70 | 
| Answer» B. t54 | |
| 4. | Calculate the amount of air required for the following details.Flow: 300 m3/h | 
| A. | nBOD load: 800 mg/L | 
| B. | t550 m<sup>3</sup>/hr | 
| C. | t518 m<sup>3</sup>/hr | 
| D. | t700m<sup>3</sup>/hr | 
| E. | t618 m<sup>3</sup>/hr | 
| Answer» D. t700m<sup>3</sup>/hr | |
| 5. | Calculate the theoretical oxygen requirement for the following details.Flow: 200 m3/h | 
| A. | nBOD load: 800 mg/L | 
| B. | t45.5 Kg/h of O<sub>2</sub>/hr | 
| C. | t23.05 Kg/h of O<sub>2</sub>/hr | 
| D. | t25.05 Kg/h of O<sub>2</sub>/hr | 
| E. | t50.5 Kg/h of O<sub>2</sub>/hr | 
| Answer» C. t23.05 Kg/h of O<sub>2</sub>/hr | |
| 6. | What is the value for for mechanical aeration aeration for the following equation. = KLA(wastewater) /KLA(Tap water) | 
| A. | t0.6-1.2 | 
| B. | t0.2-0.3 | 
| C. | t0.3-0.5 | 
| D. | t>1.2 | 
| Answer» B. t0.2-0.3 | |
| 7. | What is the value for for diffused aeration for the following equation. = KLA(wastewater) /KLA(Tap water) | 
| A. | t0.4-0.8 | 
| B. | t0.2-0.3 | 
| C. | t0.8-1 | 
| D. | t>1 | 
| Answer» B. t0.2-0.3 | |
| 8. | What is the value for for mechanical and diffused aeration for the following equation?KLA(T) = KLA(20 Degree Celsius) T-20 | 
| A. | t1.015 | 
| B. | t1.1 | 
| C. | t1.024 | 
| D. | t1.04 | 
| Answer» D. t1.04 | |
| 9. | How many types of aerators are present? | 
| A. | t2 | 
| B. | t3 | 
| C. | t4 | 
| D. | t5 | 
| Answer» D. t5 | |
| 10. | Which of the following is not used for iron removal? | 
| A. | tOxidation | 
| B. | tReduction | 
| C. | tGasification | 
| D. | tAbsorption | 
| Answer» C. tGasification | |
| 11. | H2S is highly soluble in water. | 
| A. | tTue | 
| B. | tFalse | 
| Answer» B. tFalse | |
| 12. | What does OTR stand for? | 
| A. | tOxygen transfer rate in standard conditions | 
| B. | tOxygen transfer rate in clean water | 
| C. | tOxygen transfer efficiency in clean water | 
| D. | tOxygen transfer efficiency in standard conditions in the clean water | 
| Answer» C. tOxygen transfer efficiency in clean water | |