Preview

Time study

Good Essays
Open Document
Open Document
744 Words
Grammar
Grammar
Plagiarism
Plagiarism
Writing
Writing
Score
Score
Time study
Homework #4
IOE 416 - Queueing Systems
Homework #4 (Two pages)

Answers are due before start of class on Thursday, April 17th, 2014

1. Fill out the IOE 416 teaching evaluation questionnaire on CTools (4 points out of 20).
Note: Attach a copy of the e-mail receipt to your homework to be credited with the 4 points.
2. Items in a manufacturing facility form a queue to be processed at a single workstation. The items arrive at the queue in a Poisson process, and processing times at the workstation are independent with an unspecified distribution, so that the queue operates as an M/G/1 system.
The arrival rate to the queue is 20 items per hour, and the mean processing time at the workstation is 2.4 minutes.
It is observed that the number of items in the system, N, has a mean of 2.8 items, and a standard deviation of 2.3 items.
(a) What is the standard deviation of the processing times at the workstation (in minutes)?
Let T denote time in system for an item. Using Little’s Law and its extension for an
M/G/1 queue, calculate
(b) the mean time in system, W = E[T] (in minutes)
(c) the standard deviation of times in system, StdDev[T] (in minutes).
3. Vehicles in a traffic stream flow in a Poisson process along a lane of main highway with rate
1620 vehicles per hour. A vehicle on a minor road wants to merge with the traffic. The driver of the merging vehicle has a critical gap of 5 seconds (i.e., accepts a gap in the traffic to merge if the gap ≥ 5 seconds). The first gap the driver encounters is the time to the next vehicle in the traffic after the driver arrives at the merge point. The lengths of vehicles on the main highway can be neglected.
(a) What is the probability that the driver of the merging vehicle has no delay?
(b) What is the average number of gaps that a driver rejects before being able to merge?
(c) What is the driver’s expected delay (in seconds)?
4. On the minor road in Question 2 above, vehicles form a queue to merge into the

You May Also Find These Documents Helpful

  • Good Essays

    Nt1330 Unit 9 Final Paper

    • 1263 Words
    • 6 Pages

    Assuming 5 MDs on duty at an average (each with a service rate of 3.1 patients per hour) and that all patients (143 per day) see an MD, calculate the effect of a 4% increase in the arrival rate on the expected wait time in queue: Wq (use Queuing Formulas, assume uniform arrival across 10 working hours per day, note that it’s a multiple server system drawing from a single line – M/M/S). Comment on this…

    • 1263 Words
    • 6 Pages
    Good Essays
  • Good Essays

    Question #3: When driving on a highway at 80 km/h the safe following distance is __. When…

    • 516 Words
    • 3 Pages
    Good Essays
  • Satisfactory Essays

    A driver that isn’t following road signs or is breaking the rules of the road could result in a collision.…

    • 380 Words
    • 2 Pages
    Satisfactory Essays
  • Good Essays

    Naturalistic Observation

    • 1274 Words
    • 6 Pages

    The aim of this experiment is to evaluate the amount of drivers that actually stop at a stop sign. I hypothesize that majority of drivers would come to a complete stop no matter on the age of the driver, gender of the driver, the type of car, how many people are in the car and what the weather was like. To carry out this experiment, two observation sessions were made on two different days; one was done on a nice sunny day with temperatures around 63 degrees, the second was done on a day that it was rainy and chilly with temperatures around 51 degrees. The first observation session took 1 hour and 30 minutes the second took 1 hour and 15 minutes. The intersection that was chosen for the experiment is right in front of my house and can be observed with an unobstructed view and none of the drivers could see me observing them.…

    • 1274 Words
    • 6 Pages
    Good Essays
  • Powerful Essays

    2. Hossein Jula(1999), “Collision Avoidance Analysis for Lane Changing and Merging” CALIFORNIA PATH PROGRAM INSTITUTE OF TRANSPORTATION STUDIES UNIVERSITY OF CALIFORNIA, BERKELEY.…

    • 8970 Words
    • 36 Pages
    Powerful Essays
  • Powerful Essays

    road traffic

    • 2144 Words
    • 9 Pages

    number of vehicles, and the driver perceived safe distances between vehicles determine this limit. For a…

    • 2144 Words
    • 9 Pages
    Powerful Essays
  • Powerful Essays

    Traffic Data Collection

    • 2234 Words
    • 9 Pages

    __________ __________ _ _ _ _ _ _ Lane: 1 ENDING --------6:50 - 6:55 6:55 - 7:00 7:00 - 7:05 7:05 - 7:10 7:10 - 7:15 7:15 - 7:20 Lane: 2 --------6:50 - 6:55 6:55 - 7:00 7:00 - 7:05 7:05 - 7:10 7:10 - 7:15 7:15 - 7:20 Lane: 3 --------6:50 - 6:55 6:55 - 7:00 7:00 - 7:05 7:05 - 7:10 7:10 - 7:15 7:15 - 7:20 Lane: 4 --------6:50 - 6:55 6:55 - 7:00 7:00 - 7:05 7:05 - 7:10 7:10 - 7:15 7:15 - 7:20 --------TOTAL TIME CAR TYPE 1 --------49 40 50 42 50 40 271 19 10 13 12 14 13 81 22 16 20 17 15 22 112 29 47 47 52 45 46 266 730 BUS TYPE 2 --------5 2 3 9 2 2 23 9 6 9 11 0 1 36 2 0 2 1 0 2 7 4 2 4 4 5 3 22 88 LORRY TYPE 3 --------0 0 3 0 0 2 5 12 8 17 8 14 24 83 1 0 0 2 2 3 8 4 2 8 5 0 5 24 120 MC TYPE 4 --------6 5 5 5 7 7 35 15 5 7 14 15 16 72 1 1 0 0 3 2 7 1 0 0 0 1 0 2 116 --------60 47 61 56 59 51 334 55 29 46 45 43 54 272 26 17 22 20 20 29 134 38 51 59 61 51 54 314 1054 TOTAL…

    • 2234 Words
    • 9 Pages
    Powerful Essays
  • Better Essays

    References: [1] Ahmad Raqib A. G., Basil D.D, Ismail Y., Kemas A. Z., Mohd Ezree A., Norliyana O., Nursitihazlin A. T. (2008). BFC 3084 Traffic Engineering and Safety, Department of Geotechnical & Transportation Engineering, Faculty of Civil & Engineering, UTHM: Penerbit UTHM. [2] Edie, L. C. (1974). Flow Theories, Traffic Science, New York: John Wiley and Sons, Inc. [3] Hall, F. L. (1994). Traffic Stream Characteristics, Traffic Flow Theory and Characteristic: Transportation Research Board. [4] May, A. D. (1990). Traffic Flow Fundamentals, Englewood Cliffs, New Jersey: Prentice Hall. [5] Salter, R. J. (1976). Highway Traffic Analysis and Design, 2nd edition, Hampshire: MacMillan Education Ltd. [6] Wikipedia, the free encyclopaedia (2009). Malaysia Federal Route 50. Retrieved February 3, 2010, from http://en.wikipedia.org/wiki/Malaysia_Federal_Route_50…

    • 2120 Words
    • 9 Pages
    Better Essays
  • Satisfactory Essays

    Class 9 Cbse Physics

    • 407 Words
    • 2 Pages

    The driver of a car traveling along a straight road with a speed of 72KM ph observes a signboard which give the speed limit to be 54KM ph. The signboard is 70m ahead when the driver applies the brakes0 calculate the acceleration of the car which will cause the car to pass the signboard at the stated speed limit?…

    • 407 Words
    • 2 Pages
    Satisfactory Essays
  • Good Essays

    Kerala Traffic Rules

    • 2531 Words
    • 11 Pages

    b) when turning to the right draw as near as may be to the centre of the road along which he is traveling and arrive as near as may be at the left hand side of the road which the driver is entering.…

    • 2531 Words
    • 11 Pages
    Good Essays
  • Satisfactory Essays

    Null hypothesis is 10 min for Time difference between Wheel in time & Reaching time…

    • 582 Words
    • 10 Pages
    Satisfactory Essays
  • Good Essays

    Physics Past Paper

    • 2302 Words
    • 10 Pages

    2 1 Fig. 1.1 shows the speed/time graph for a car travelling along a straight road. The graph shows how the speed of the car changes as the car passes through a small town. 35…

    • 2302 Words
    • 10 Pages
    Good Essays
  • Satisfactory Essays

    Transport Infrastructure

    • 440 Words
    • 2 Pages

    x=20 v0=328500 r=3% vc=vo1+rx-1r vc=3285001+0.0320-10.03 vc=8826918.02 Total Equivalent Axles (ESA) ESA=vee Road equivalent factor (e) =3 =8826918.02×3 ESA=2.6×107 Capacity check, vx=v1(1+r)xno. of counted ADT lanes vx=45001+0.03202 vx=4064vehicle/day1lane c=IRT c=20002×0.90×100100+2pc T=100100+2Pc T=100(100+2×0.4) T=0.992 c=20002×0.90×0.992 c=893 vehicles per hour C=10c C=10×893 C=8930 vehicles/day1lane C=8930>4064 (ok) Thickness of layers of road TA= a1D1+a2D2+a3D3 a1, a2, a3; structural coefficient of…

    • 440 Words
    • 2 Pages
    Satisfactory Essays
  • Satisfactory Essays

    tcp/ip

    • 5243 Words
    • 21 Pages

    ANNA UNIVERSITY, CHENNAI AFFILIATED INSTITUTIONS R - 2009 M.E.COMPUTER SCIENCE AND ENGINEERING I SEMESTER (FULL TIME) CURRICULUM AND SYLLABI SEMESTER I SL. COURSE…

    • 5243 Words
    • 21 Pages
    Satisfactory Essays
  • Good Essays

    Aptitude Test

    • 575 Words
    • 3 Pages

    to speed through the intersection B No error D from the football match / B who had missed the…

    • 575 Words
    • 3 Pages
    Good Essays