Traffic and Highway Engineering
5th Edition
ISBN: 9781305156241
Author: Garber, Nicholas J.
Publisher: Cengage Learning
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Question
Chapter 6, Problem 23P
To determine
The expected number of accepted gaps that will be available for minor road vehicles during the peak hour.
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Part F: Progressive activity week 7
Q.F1
Pick the rural location of a project site in Victoria, and its
catchment area-not bigger than 25 sqkm, and given the below
information, determine the rainfall intensity for ARI 5, 50, 100
year storm event. Show all the details of the procedure. Each
student must propose different length of streams and
elevations. Use fig below as a sample only.
Pt. E-nt 950 200
P: D-40,
PC-92.0
300m
300m
000m
PL.-02.0
500m
HI-MAGO
PLA-M 91.00
To be deemed satisfactory the solution must include:
Q.F1.1.Choice of catchment location
Q.F1.2. A sketch displaying length of stream and elevation
Q.F1.3. Catchment's IFD obtained from the Buro of Metheorology for specified ARI
Q.F1.4.Calculation of the time of concentration-this must include a
detailed determination of the equivalent slope.
Q.F1.5.Use must be made of the Bransby-Williams method for the
determination of the equivalent slope.
Q.F1.6.The graphical display of the estimation of intensities for ARI 5,50, 100…
I need help finding:
-The axial deflection pipe in inches. -The lateral deflection of the beam in inches -The total deflection of the beam like structure in inches ?
Chapter 6 Solutions
Traffic and Highway Engineering
Ch. 6 - Prob. 1PCh. 6 - Prob. 2PCh. 6 - Prob. 3PCh. 6 - Prob. 4PCh. 6 - Prob. 5PCh. 6 - Prob. 6PCh. 6 - Prob. 7PCh. 6 - Prob. 8PCh. 6 - Prob. 9PCh. 6 - Prob. 10P
Ch. 6 - Prob. 11PCh. 6 - Prob. 12PCh. 6 - Prob. 13PCh. 6 - Prob. 14PCh. 6 - Prob. 15PCh. 6 - Prob. 16PCh. 6 - Prob. 17PCh. 6 - Prob. 18PCh. 6 - Prob. 19PCh. 6 - Prob. 20PCh. 6 - Prob. 21PCh. 6 - Prob. 22PCh. 6 - Prob. 23PCh. 6 - Prob. 24PCh. 6 - Prob. 25PCh. 6 - The arrival times of vehicles at the ticket gate...Ch. 6 - Prob. 27P
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