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Vehicle Flow

Vehicle Flow. Homework. Ch 5 # 1, 2, 4, 7, 9. Vehicle Flow. How do vehicles operate in the system capacity speed headway density. Time Space Diagrams. Show vehicle location vs. Time one way or two way any type of transportation system used to find siding placement progression

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Vehicle Flow

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  1. Vehicle Flow

  2. Homework • Ch 5 # 1, 2, 4, 7, 9

  3. Vehicle Flow • How do vehicles operate in the system • capacity • speed • headway • density

  4. Time Space Diagrams • Show vehicle location vs. Time • one way or two way • any type of transportation system • used to find • siding placement • progression • minimum headways • Throughput

  5. Vehicle Following • Spacing needed for stopping

  6. Deceleration • 3 types of deceleration • Normal dn = 8fps^2 • Emergency de = 24fps^2 • Instantaneous • Initial spacing • S = vd +v^2/2df –v^2/2dl +NL +x0 • Safest spacing when lead vehicle decelerates instantaneously and following vehicle brakes at normal deceleration

  7. Example • What is the safe initial spacing between two vehicles traveling 40 mph if the lead vehicle uses an emergency deceleration of 24 fps^2 and the following vehicle normally decelerates at 8 fps^2? PR time = 1.5 sec, vehicle length = 20 feet, x0 = 4 feet

  8. Flow Concepts • 4 variables • volume • speed • density • headway

  9. Volume • # of vehicles passing a given point in a given unit time • q = n/T • cars per hour • does not tell you anything about speed or density

  10. Speed • 2 types • Space Mean Speed • distance divided by time • useful in determining vehicle flow characteristics • Time Mean Speed • Spot speeds • Radar gun • not useful except for tickets

  11. Example • Si = 2 miles, i = 1 - 4 • v1 = 42 mph, v2 = 39 mph, v3 = 47 mph, v4 = 50 mph • Average V = 44.5 mph • m1 = 3.1 min, m2 = 2.8 min, m3 = 3.3 min, m4 = 3.0 min • Average = 39.5 mph • What is the difference, is it significant?

  12. Density • Concentration • vehicles per unit length • cars/mile

  13. Headway • Time or distance between two vehicles • h = 1/q gives the time headway • h = 1/k gives distance headway • which is more useful?

  14. Relationships • q=uk • basic relationship • Important points • jam density • jam speed • max volume

  15. Relationships

  16. Relationships

  17. Relationships

  18. Relationships • Shape of curves • what do they tell us?

  19. Example • The u-k relationship is • u + 2.6 = 0.001(k – 240)^2 • Find umax, jam density, and max capacity

  20. Shock waves • Happens when traffic is forced to change speed either slowing down or speeding up • shockwave • Can move either forward or backward • usw = (qb – qa)/(kb – ka) • a, b are 2 points of interest • If shockwave is + => heading in direction of flow • If shockwave is 0 => stationary • If shockwave is - => moving against flow

  21. Example • A line of traffic, moving at 30 mph and a concentration of 50 veh/mi is stopped for 30 sec at a red light. Calculate the velocity and direction of the stopping wave, the length of the line of cars stopped during the 30 sec of red, and the number of cars stopped during the 30 sec of red. Assume a jam capacity of 250 veh/mi

  22. Control of Vehicle Flows • Control vehicles • minimize accidents • maximize effectiveness • transit • airports • roadways • Channelization most common control

  23. Control of Vehicle Flows • Speed limits • Control on Links • signage • lane width • number of lanes • headway rules

  24. Headway Rules • RR - uses block system

  25. Headway Rules • Aircraft • Airports • 1 aircraft on runway at any time • separation distances • 2.5 miles between aircraft • 10 miles horizontal / 2000 ft vertical in air • Control based on aircraft location • Ground control for aircraft not on runway

  26. Capacity • Capacity based on mode • # of vehicles per hour • # of passengers per hour • arrivals, departures per hour

  27. Highways • Capacity varies by road type • Freeways • no controls, • Intersections • traffic control • 2 lane & 4 lane roads • lead vehicle • All use Level of Service

  28. Determining Capacity • Based on Roadway geometrics and traffic conditions • For Freeways • can determine ideal conditions and from that a maximum capacity

  29. Peak Hour Factor • Measures demand peaking

  30. Level of Service • LOS can be based on • delay per vehicle • speed • service flow • 6 LOS A - F • A is best • F is worst

  31. Freeway Capacity • LOS based on • density • speed • v/c • For an LOS can find Maximum Service Flow (MSF)

  32. MSF • MSF = qmax*(v/c) - ideal conditions • SF = q = qmax*N*fw*FHV • Table 4.3.3 for heavy vehicle factors • Table 4.3.2 for width factors

  33. Capacity Restrictions • Non recurring • Recurring

  34. Example • Ch 4 # 14

  35. Pedestrians • LOS based on • speed • flow rate • v/c ratio

  36. Bike LOS • Based on amount of hindrance

  37. Airports • Capacity depends on landside and airside • LOS is based on delay and total time • Why are airports becoming shopping malls?

  38. Rail • Mass transit • LOS based on pass/seat, space/ pass, • both peak and off peak • AMTRAK • LOS based on wait time, comfort, pass/seat

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