PRIN.OF HIGHWAY ENGINEERING&TRAFFIC ANA.
PRIN.OF HIGHWAY ENGINEERING&TRAFFIC ANA.
7th Edition
ISBN: 9781119610526
Author: Mannering
Publisher: WILEY
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Chapter 5, Problem 47P
To determine

Thetotal student delay in handing the exams and the longest student queue.

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Commuters choose auto or bus for their trips. The utility function for each travel mode was calibrated as follows: where V=C-0.10* X₁ -0.13* X₂-0.12 X3-0.0045 X4 * V = observable utilities; C = constant; X₁ = waiting time (min); X₂ = travel time (min); X3 = parking time (min); X₁ = out-of-pocket cost (cents). The values of the parameters in the above utility function for each mode are shown below. C X₁ (min) X₂ (min) X3 (min) X4 (cents) 225 100 Mode Auto Bus Mode Light rail -0.33 -0.27 с 0 10 (a) Calculate the mode splits of auto and bus using the multinomial logit model. (b) In the part (a), the new light rail will be added as the third mode of travel. The utility function for light rail is the same as above and the values of the parameters for light rail are shown below. 0 20 35 5 0 X₁ (min) X₂ (min) 15 25 X3 (min) X4 (cents) 0 150 Predict the mode splits of auto, bus and light rail using the multinomial logit model. (c) Does the result in (b) make intuitive sense? Comment on the…
Question 2 Trucks begin to arrive at a truck weighing station (with a single scale) at 8:00 A.M. at a deterministic time-varying rate of λ (t) = 5.2 - 0.24t [X(t) is in veh/min and t in minutes]. The departure rate is a constant 2.2 veh/min (time to weigh a truck is 27.27 seconds). (i) When will the queue that forms be cleared? (ii) What will be the maximum queue length? (iii) Determine the total delay (iv) Estimate the average time delay per vehicle
Quèstion 14 The following data were taken on five cars traversing a 2-km highway. Car Time (minutes) A 1.9 1.5 1.7 1.6 1.9 Determine the space mean speed, in kph. Express your answer in 2 decimal places. A Moving to another question will save this response. acer
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