A water company wants to evaluate the possibilities of increasing the capacity of the sedimentation tank, mentioned in previous question. This can be done by:
- Increasing the depth in all lanes to 2.5 m
- Increasing the length of all lanes to 300 m
- Increasing the number of lanes to 4 (with a width of 20 m per lane)
Which of the mentioned measures will result in the lowest Reynolds number and the lowest surface loading?
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Which number increases by 20% to 300?
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