A commercial steel pipe-with a diameter, D, of 200 mm and length, L, of 30 m-is used to drain an oil (S.G.=0.8) tark. Determine the discharge, in liters per second, when the ail level in the tank is 3 m above the exit of the pipe. Neglect component or minor losses and quantify the triction losses using the Darcy-Weisbach equation shown below, use friction factor, t, of 0.12. 6. 0. 0826 /LQ h = A. 69.13 B. 44 24 C. 55.30 D. 63.68
A commercial steel pipe-with a diameter, D, of 200 mm and length, L, of 30 m-is used to drain an oil (S.G.=0.8) tark. Determine the discharge, in liters per second, when the ail level in the tank is 3 m above the exit of the pipe. Neglect component or minor losses and quantify the triction losses using the Darcy-Weisbach equation shown below, use friction factor, t, of 0.12. 6. 0. 0826 /LQ h = A. 69.13 B. 44 24 C. 55.30 D. 63.68
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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