Traffic And Highway Engineering
Traffic And Highway Engineering
5th Edition
ISBN: 9781133605157
Author: Garber, Nicholas J., Hoel, Lester A.
Publisher: Cengage Learning,
bartleby

Concept explainers

Question
Book Icon
Chapter 3, Problem 9P
To determine

(a)

The distance traveled by the vehicle when the acceleration is 45 ft/sec.

Expert Solution
Check Mark

Answer to Problem 9P

  x=443ft

Explanation of Solution

Given information:

  dudt=3.60.06uα=3.6β=0.06

Initial vehicle speed, u0=30ft/sec

Final vehicle speed, ut=45ft/sec

Concept used:

The time required by the vehicle upon acceleration is calculated by using the relation,

  βt=ln[( αβ u t )( αβ u 0 )]t=(1β)ln[( αβ u t )( αβ u 0 )]

The distance travelled at any time is calculated by using the formula,

  x=(αβ)tαβ2(1eβt)+u0β(1eβt)

Calculation:

The time taken by the vehicle is calculated as,

  t=(1β)ln[( αβ u t )( αβ u 0 )]=(1 0.06)ln[3.60.06( 45)3.60.06( 30)]=11.55sec

  x=(αβ)tαβ2(1e βt)+u0β(1e βt)=( 3.6 0.06)11.553.6 ( 0.06 )2(1e ( 0.06×11.55 ))+300.06(1e ( 0.06×11.55 ))=693499.93+249.96=443ft

Conclusion:

The distance traveled when the vehicle has accelerated to 45 ft/sec is 443ft.

To determine

(b)

The time taken by the vehicle to attain a speed of 45 ft/sec.

Expert Solution
Check Mark

Answer to Problem 9P

  t=11.55sec

Explanation of Solution

Given information:

  dudt=3.60.06uα=3.6β=0.06

Initial vehicle speed, u0=30ft/sec

Final vehicle speed, ut=45ft/sec

Concept used:

The time required by the vehicle after accelerated is calculated by using the relation,

  βt=ln[( αβ u t )( αβ u 0 )]t=(1β)ln[( αβ u t )( αβ u 0 )]

Calculation:

  t=(1β)ln[( αβ u t )( αβ u 0 )]=(1 0.06)ln[3.60.06( 45)3.60.06( 30)]=11.55sec

Conclusion:

The time for vehicle to attain speed of 45 ft/sec is 11.55sec.

To determine

(c)

The acceleration of the vehicle after 4 seconds.

Expert Solution
Check Mark

Answer to Problem 9P

  a=1.42fts2

Explanation of Solution

Given information:

  dudt=3.60.06uα=3.6β=0.06

Initial vehicle speed, u0=30ft/sec

Final vehicle speed, ut=45ft/sec

Time taken, t=4sec

Concept used:

The initial velocity is calculated and then the acceleration is calculated.

  ut=αβ(1eβt)+u0eβt

  a=dudt

Calculation:

  ut=αβ(1e βt)+u0eβt=3.60.06(1e ( 0.06×4 ))+30(e ( 0.06×4 ))=3.60.06(10.78663)+30(0.78663)=36.40ft/sec

  a=dudt=3.60.06u=3.60.06(36.40)=1.42fts2

Conclusion:

The acceleration after 4 seconds is 1.42fts2.

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
Hi! Kindly help me compute the following based on the attached elevation plan and floor plan: Total Perimeter of the building – to be used for layouting. Total Length of Batter Board – include all sides where batter boards will be installed. Number and spacing of Stakes – assuming a stake is placed every 1.2 meters along the perimeter. Please show the complete solution and breakdown of your computation. Thank you!
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
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
Traffic and Highway Engineering
Civil Engineering
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Cengage Learning
Text book image
Engineering Fundamentals: An Introduction to Engi...
Civil Engineering
ISBN:9781305084766
Author:Saeed Moaveni
Publisher:Cengage Learning
Text book image
Sustainable Energy
Civil Engineering
ISBN:9781337551663
Author:DUNLAP, Richard A.
Publisher:Cengage,