Determine the total head loss from A to D and the elevation of point D. The...
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Determine the total head loss from A to D and the elevation of point D. The water (p=1000 kg/m³, u= 1.1 x 10-³ Pa-s) discharges to the atmosphere at point D. The discharge at pipe 1 is 0.216 m³/s. The water surface elevation in the tank is at elev 92.81 m. Neglect minor losses. Use g=9.81m/s² a.) Determine the velocity at pipe 1 and at pipe 4. b.) Determine the head loss (round to 2 decimal places )at pipe 1 and at pipe 4. c.) Determine the velocity at pipe 2 and at pipe 3. d.) Determine the total headloss (round to 2 decimal places) from A to D. e.) Determine the elevation of point D. water E Elev. 92.81 m B 3 2 pipe label length, m diameter, cm E/D f 4 AB 1 500 50 0.0001 jet 2 BC 3 upper 200 10 lower 150 15 0.02 0.01 CD 4 800 30 0.001 Determine the total head loss from A to D and the elevation of point D. The water (p=1000 kg/m³, u= 1.1 x 10-³ Pa-s) discharges to the atmosphere at point D. The discharge at pipe 1 is 0.216 m³/s. The water surface elevation in the tank is at elev 92.81 m. Neglect minor losses. Use g=9.81m/s² a.) Determine the velocity at pipe 1 and at pipe 4. b.) Determine the head loss (round to 2 decimal places )at pipe 1 and at pipe 4. c.) Determine the velocity at pipe 2 and at pipe 3. d.) Determine the total headloss (round to 2 decimal places) from A to D. e.) Determine the elevation of point D. water E Elev. 92.81 m B 3 2 pipe label length, m diameter, cm E/D f 4 AB 1 500 50 0.0001 jet 2 BC 3 upper 200 10 lower 150 15 0.02 0.01 CD 4 800 30 0.001
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Given Q1 0216 m3s Water surface elevation at A 9281 m p 1000 kgm3 11 x 103 Pas g 981 ms2 a Velocity ... View the full answer
Related Book For
Fundamentals Of Hydraulic Engineering Systems
ISBN: 978-0136016380
4th Edition
Authors: Robert J. Houghtalen, A. Osman H. Akan, Ned H. C. Hwang
Posted Date:
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