UT. SUMASAY Water flows at a rate of (0.5 m³/s) round a (50) contracting pipe bend which lies in a horizontal plane. The diameter at the entrance is (700 mm) and at the exit (500 mm) as shown in figure (7). If the pressure at the entrance is (200kPa. ), Determine the magnitude and direction of the force exerted by the fluid on the bend. d = 500mm out d=700mm Figure (7) in 50

UT. SUMASAY Water flows at a rate of (0.5 m³/s) round a (50) contracting pipe bend which lies in a horizontal plane. The diameter at the entrance is (700 mm) and at the exit (500 mm) as shown in figure (7). If the pressure at the entrance is (200kPa. ), Determine the magnitude and direction of the force exerted by the fluid on the bend. d = 500mm out d=700mm Figure (7) in 50

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

UT. LEUMASARY
Water flows at a rate of (0.5 m³/s) round a (50) contracting pipe bend which lies in a horizontal plane. The
diameter at the entrance is (700 mm) and at the exit (500 mm) as shown in figure (7). If the pressure at
the entrance is (200kPa. ), Determine the magnitude and direction of the force exerted by the fluid on the
bend.
d = 500mm
out
d=700mm
Figure (7
in
50

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Consider the pressurized horizontal pipe network consisting of three pipes arranged in series. The characteristics of each pipe are summarized in the table. The flow of water at Node A is Q = 5 cfs and the pressure head at Node A is yA = 200 feet. The temperature of the water is 60° F. a) Determine the friction head loss hfric in feet in Pipe 1. b) Determine the friction head loss hfric in feet in Pipe 2. c) Determine the friction head loss hfric in feet in Pipe 3. d) Determine the pressure head ys in feet at Node B. e) Determine the pressure head yc in feet at Node C. f) Determine the pressure head yo in feet at Node D. Flow Friction Pressure Diameter Length Friction (feet) (cfs) head Нead Pipe (inches) factor f Kpipe loss (feet) Node (feet) 1 16 500 0.011 5 A 200 2 12 1000 0.013 B 3 10 750 0.015 D Node Node Node Node A в D 5 cfs 5 cfs Pipe 1 Pipe 2 Pipe 3