2. A 6 in. pipe, as shown in the figure, takes water from a reservoir and terminates in a nozzle having a jet diameter of 2 in. Assuming a nozzle loss of 8 percent of the velocity head in the jet, compute the discharge (in SI units). Also, make a table showing the elevation head, velocity head, pressure head, and total head at each of the six stations. Lastly, draw the hydraulic gradient line (H.G.L.) & the energy gradient line (E.G.L.). Head losses in pipe: 1 to 2: 3.00 m 2 to 3: 9.00 m 3 to 4: 4 to 5: 18.00 m 6.00 m 1 W.S. ELEV. 140 ELEV. 128 M ELEV. 15M 5 6 2. A 6 in. pipe, as shown in the figure, takes water from a reservoir and terminates in a nozzle havinga jet diameter of 2 in. Assuming a nozzle loss of 8 percent of the velocity head in the jet, computethe discharge (in SI units). Also, make a table showing the elevation head, velocity head, pressurehead, and total head at each of the six stations. Lastly, draw the hydraulic gradient line (H.G.L.) &the energy gradient line (E.G.L.).Head losses in pipe:1 to 2:2 to 3:3 to 4:3.00 m9.00 m18.00 m4 to 5:6.00 mELEV. 140ELEV. 128 MELEV. 15M5 6

Apply the Bernoulli's equation from 1 to 2 as follows: △Z=V2/2g+(0.08)V2/2g+hL…

Answered: 2. A 6 in. pipe, as shown in the…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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2. A 6 in. pipe, as shown in the figure, takes water from a reservoir and terminates in a nozzle having a jet diameter of 2 in. Assuming a nozzle loss of 8 percent of the velocity head in the jet, compute the discharge (in SI units). Also, make a table showing the elevation head, velocity head, pressure head, and total head at each of the six stations. Lastly, draw the hydraulic gradient line (H.G.L.) & the energy gradient line (E.G.L.). Head losses in pipe: 1 to 2: 3.00 m 2 to 3: 9.00 m 3 to 4: 4 to 5: 18.00 m 6.00 m 1 W.S. ELEV. 140 ELEV. 128 M ELEV. 15M 5 6

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