B/ design circular tank to treat 5000m3/day of water with particles of 0.003cm, specific density is2500kg/m in detention time of 2.5hr and estimate the removal efficiency if the influent concentration is 300mg/l and the effluent is75mg/I =1.307 10 kg /m.s
B/ design circular tank to treat 5000m3/day of water with particles of 0.003cm, specific density is2500kg/m in detention time of 2.5hr and estimate the removal efficiency if the influent concentration is 300mg/l and the effluent is75mg/I =1.307 10 kg /m.s
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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