ENGINEERING FUNDAMENTALS
ENGINEERING FUNDAMENTALS
6th Edition
ISBN: 9781337705011
Author: MOAVENI
Publisher: CENGAGE L
bartleby

Concept explainers

Question
Book Icon
Chapter 8, Problem 27P
To determine

Express the volume flow rate of the duct in ft3s, ft3min, m3s and find the average speed of air in the duct.

Expert Solution & Answer
Check Mark

Answer to Problem 27P

The volume flow rate of the duct in ft3s, ft3min and m3s are 16.7ft3s2004ft3min,0.95m3s_ respectively and the average speed of air is 19.1fts_.

Explanation of Solution

Given data:

Refer to the Figure problem 8.27 in the textbook for the duct system.

Formula used:

Write the expression for the volume flow rate.

Q=VaverageAc (1)

Here,

Ac is cross-sectional area, and

Vaverage is average velocity.

Calculation:

Substitute 30fts for Vaverage, 8in.×10in. for Ac in equation (1) to find the volume flow rate in each of the 8in.×10in. duct.

Q=(30fts)(8in.×10in.)=(30fts)(8×0.083333ft×10×0.083333ft){1in=0.083333ft}=16.7ft3s

Give the volume flow rate in 18in.×14in. duct as below.

Qtotal=16.7ft3s+16.7ft3s

Qtotal=33.4ft3s (2)

Convert the unit volume flow rate in equation (2) from ft3s to ft3min.

Qtotal=33.4ft3s(60s1min){1min=60s}=2004ft3min

Convert the unit volume flow rate in equation (2) from ft3s to m3s.

Qtotal=33.4ft3s(1m3.28ft)3{1m=3.28ft}=0.95m3s

Find the average speed of air in the 18in.×14in. duct.

Substitute 33.4ft3s for Qtotal, 18in.×14in. for Ac in equation (1).

33.4ft3s=Vaverage(18in.×14in.)Vaverage=33.4ft3s(18in.×14in.)Vaverage=33.4ft3s(18×0.083333ft×14×0.083333ft){1in=0.083333ft}Vaverage=19.1fts

Conclusion:

Hence, the volume flow rate of the duct in ft3s, ft3min and m3s are 16.7ft3s2004ft3min,and0.95m3s_ respectively and the average speed of air is 19.1fts_.

Want to see more full solutions like this?

Subscribe now to access step-by-step solutions to millions of textbook problems written by subject matter experts!
Students have asked these similar questions
E D (B) (<) 2945 3725 250 2225 Car Port 5000 2500 Pool Area 2 3925 3465 2875 13075 Staff Room Bar Counter 1 GROUND FLOOR PLAN SCALE 1:100 Hallway 3 1560 4125 3125 $685 Laundry & Service Area 5 A Common T&B Kitchen & Dining Arear B Living Area 2425 Terrace E 2 12150 1330 2945 4150 5480 1800 3725 1925 3800 3465 2 3 9150 4125 3575 3925 Terrace Toilet & Bathroom Toilet Bathroom Bedroom 1 Bedroom 2 SECOND FLOOR PLAN SCALE Hallway 1:100 OPEN TO BELOW E B A 3 3725 2150 1330 2945 5480 4150 1925 ⑨ 2 9150 3800 4125 3465 3575 3925 Terrace R Toilet & Bathroom Toilet & Bathroom SECOND FLOOR PLAN SCALE Hallway 1:100 OPEN TO BELOW +
Q2/ In a design of a portable sprinkler system, the following information is given: • • The sprinklers are distributed in a square pattern with radius of the wetted circle of the sprinkler=15 m Consumption rate = 10 mm/day Efficiency of irrigation = 60% Net depth of irrigation (NDI)= 80 mm. Find the following: 1-Sprinkler application rate if HRS = 11. 2-Number of pipes required for irrigation. (50 Marks) 3-Discharge of sprinkler, diameter of nozzle, and the working head pressure if C=0.90. 4-Diameter of the sprinkler pipe for Slope=0. 5-Pressure head at the inlet and at the dead end of the sprinkler pipe for Slope=0. (F² + L²)((SF)² + L²) L² 2L² ≤ D² L² + S² ≤ D² A, = * 1000 S*L ≤D² N W Af m-11-P L' Hf = 1.14*109 * 1.852 * L *F,where c=120 D4.87 Source main pipe 180 m 540 m N 1 1 √m-1 F = im/Nm+1 = + + m+1 2N 6N2 i=1 Nozzle diameter (mm) 3< ds 4.8 4.8< ds 6.4 6.4
Miniatry of Higher scent Research University of Ke Faculty of Engineering Cell Engineering Department 2024-2025 Mid Exam-1 st Attempt Time Date: 17/04/2025 Notes: Answer all questions. Not all figures are to scale. Assume any values if you need them. Q1/ A farm with dimensions and slopes (50 Marks) = shown in the figure below. If you asked to design a border irrigation system and if you know that Net depth of irrigation - 96mm .Manning coefficient = 0.15, Time of work in the farm is 6 hours/day. Design consumption use of water from the crop (ET) 16 mm/day, Width of the agricultural machine equal to 2.5m, Equation of infiltration - D= 12-05 and Efficiency of irrigation= 60%. You can neglect the recession lag time. Find the width and number of the borders, Irrigation interval and time required to irrigate the whole farm, Depth of flow in the inlet of border Number of borders that irrigated in one day and The neglected recession lag time Slope of irrigation % Maximum border width 0-0.1 30…
Knowledge Booster
Background pattern image
Civil Engineering
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.
Similar questions
SEE MORE QUESTIONS
Recommended textbooks for you
Text book image
Engineering Fundamentals: An Introduction to Engi...
Civil Engineering
ISBN:9781305084766
Author:Saeed Moaveni
Publisher:Cengage Learning