engineering recuitment PPSC JE Civil Mock Test 2022 Environmental Engineering Water Treatment

For proper slow mixing in the flocculate of water treatment plant, the temporal mean velocity gradient G needs to be of the order of

1
1.5 to 10 s-1
2
100 to 200 s-1
3
20 to 70 s-1
4
250 to 350 s-1
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