Assuming the conduit in the figure is a 42” rough concrete pipe flowing full:a) Calculate the head loss in the flow by the time it reaches the outlet. b) Calculate the velocity and flow in the pipe considering friction.c) Calculate the velocity at which the flow in this pipe will definitely be laminar. hf=flv2/2gd All problems will be based on the figure seen below, along with supplementalinformation to be provided in each problem statement. Please show all work neatly,including any preparatory work for inputs to be used in software-based calculations, aspartial credit may be granted.Elev. 380.67'14'-Elev. 361.07'Elev. 444.47'335'487'A993'BInv. 349.78'

a.) Head loss = 92.22 ft.b.) Velocity = 26.52 ft/sec ; Q = 255.15 ft^3/secc.) Velocity =…

All problems will be based on the figure seen below, along with supplemental information to be provided in each problem statement. Please show all work neatly, including any preparatory work for inputs to be used in software-based calculations, as partial credit may be granted. Elev. 380.67' 14'- Elev. 361.07' Elev. 444.47' 335' 487' A 993' B Inv. 349.78'

All problems will be based on the figure seen below, along with supplemental information to be provided in each problem statement. Please show all work neatly, including any preparatory work for inputs to be used in software-based calculations, as partial credit may be granted. Elev. 380.67' 14'- Elev. 361.07' Elev. 444.47' 335' 487' A 993' B Inv. 349.78'

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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Question

100%

Assuming the conduit in the figure is a 42” rough concrete pipe flowing full:

a) Calculate the head loss in the flow by the time it reaches the outlet.

b) Calculate the velocity and flow in the pipe considering friction.

c) Calculate the velocity at which the flow in this pipe will definitely be laminar.

h_f=flv²/2gd

All problems will be based on the figure seen below, along with supplemental
information to be provided in each problem statement. Please show all work neatly,
including any preparatory work for inputs to be used in software-based calculations, as
partial credit may be granted.
Elev. 380.67'
14'-
Elev. 361.07'
Elev. 444.47'
335'
487'
A
993'
B
Inv. 349.78'

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