Design a circular clariflocculator for treating water required for a population of 65,000 with a daily per capita consumption of 135 litres. Assume surface loading rate as 1000 //hr/m².
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- a circular tank of diameter 1.25m contains water up to a height of 5 m.Am arifice of 50mm diameter is provided at its bottom if CD is 0.62. Solve the height of water above the arifice after 1.25 minutes and 17 minutesWater is pumped through a 600 mm diameter circular pipe which is 1800 meters long at the velocity of three meters per second. Determine the head loss using the Manning’s formula if n = 0.013. What is the discharge amount of water?How does feed rate feed inlet diameter, diameter of vorters finder and diameter of apex influence the efficiency of the cyclone
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