Problem 2 A pipe is connected to a reservoir and discharges water into air with a nozzle as shown below (note that the diameter in the pipe contracts in the nozzle). Assuming a Darcy friction coefficient f= 0.010 for the pipe head loss, a= 1 at all locations, and negligible component losses: (1) Find the discharge of the system. (2) Find the minimum pressure in the pipe system; and (3) Draw the HGL and EGL. Given: - L = 200 m, L2 = 500 m, D1 = D2 = 0.5 m, Djet = 0.35 m. - Elevation of water in the reservoir: 120 m. Elevation of pipe center at the top of the pipe: 120 m. Elevation of nozzle center: 10 m. Reservoir Top of pipe L1 D1 Water D2 T= 10°C Pipe entrance Nozzle Djet

Problem 2 A pipe is connected to a reservoir and discharges water into air with a nozzle as shown below (note that the diameter in the pipe contracts in the nozzle). Assuming a Darcy friction coefficient f= 0.010 for the pipe head loss, a= 1 at all locations, and negligible component losses: (1) Find the discharge of the system. (2) Find the minimum pressure in the pipe system; and (3) Draw the HGL and EGL. Given: - L = 200 m, L2 = 500 m, D1 = D2 = 0.5 m, Djet = 0.35 m. - Elevation of water in the reservoir: 120 m. Elevation of pipe center at the top of the pipe: 120 m. Elevation of nozzle center: 10 m. Reservoir Top of pipe L1 D1 Water D2 T= 10°C Pipe entrance Nozzle Djet

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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