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1. |
A city is to install rapid sand filters downstream of the clarifiers. The design loading rate is selected to be 160 m3/ (m2.d). The design capacity of the water works is 0.35 m3/s. The maximum surface per filter is limited to 50 m2. Design the number and size of filters. |
A. | 189 m<sup>2</sup>, 4.78 |
B. | 189 m<sup>2</sup>, 3.78 |
C. | 167 m<sup>2</sup>,2.66 |
D. | 167 m<sup>2</sup>,2.78 |
Answer» C. 167 m<sup>2</sup>,2.66 | |