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This section includes 4 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. |
What is the removal efficiency of TSS in case of microscreens? |
A. | t80-85% |
B. | t85-90% |
C. | t<10% |
D. | t10-80% |
Answer» E. | |
2. |
What is the size of the openings for a microscreen? |
A. | t35-50 m |
B. | t10-35 m |
C. | t50-60 m |
D. | t60-6 m |
Answer» C. t50-60 m | |
3. |
How is the headloss for a fine screen calculated? |
A. | thL= 1/2g(Q/CA)<sup>2</sup> |
B. | thL= 1/g(Q/CA)<sup>2</sup> |
C. | thL= 1/2g(Q/C)<sup>2</sup> |
D. | thL= 1/2g(Q/CA) |
Answer» B. thL= 1/g(Q/CA)<sup>2</sup> | |
4. |
With respect to the operation which of these screens is the most expensive? |
A. | tChain driven |
B. | tContinuous belt |
C. | tCatenary |
D. | tReciprocating |
Answer» C. tCatenary | |