Q2 a 90° bend reducing section, which connects to a 15-cm-diameter vertical pipe. The inlet of the bend is 50 cm above the exit. Neglecting any frictional and gravitational effects, determine the net resultant force exerted on the reducer by the water. Take the momentum-flux correction Water flowing in a horizontal 30-cm-diameter pipe at 5 m/s and 308 kPa gage enters factor to be 1.05. Draw the control volume!

Q2 a 90° bend reducing section, which connects to a 15-cm-diameter vertical pipe. The inlet of the bend is 50 cm above the exit. Neglecting any frictional and gravitational effects, determine the net resultant force exerted on the reducer by the water. Take the momentum-flux correction Water flowing in a horizontal 30-cm-diameter pipe at 5 m/s and 308 kPa gage enters factor to be 1.05. Draw the control volume!

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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Concept explainers

Pressurized pipe flow

A 15-kilometer-long pipe with a pipe diameter of one meter transports water at a speed of one meter per second. The pipe has a friction coefficient of 0.005. Calculate the frictional head loss?

Question

que2

Q2
a 90° bend reducing section, which connects to a 15-cm-diameter vertical pipe. The inlet of the
bend is 50 cm above the exit. Neglecting any frictional and gravitational effects, determine the
net resultant force exerted on the reducer by the water. Take the momentum-flux correction
Water flowing in a horizontal 30-cm-diameter pipe at 5 m/s and 308 kPa gage enters
factor to be 1.05. Draw the control volume!

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