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NEW VOLUME DELAY FUNCTION Waclaw Jastrzebski

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Title: NEW VOLUME DELAY FUNCTION Waclaw Jastrzebski


1
NEW VOLUME DELAY FUNCTIONWaclaw Jastrzebski
2
The Overcapacity Problem
VolumegtgtCapacity
3
Problem
Using standard VDF functions, sometimes the
forecasted demand results in volumes greater than
capacity, whereas the actual capacity may in fact
be sufficient .
4
Model representation of human behaviors using
the language of mathematic
  • To travel or not to travel. ?
  • To the city center or closer to home ?
  • By car or by transit ?
  • Which route?

5
Four Step Model
6
Reality vs. Model Curves
capacity
7
Mathematical Conditions for VDF Function
- F(x) is a strictly increasing function for the
variable between 0 and ? (F(0)gt0) - F(0) T0,
where T0 is the free-flow time - F(x)
existing and is strictly increasing that means
that function is convex this last condition is
not essential but desirableThe calculation
time for the new function should not use more CPU
time than BPR function,
8
Behavioral Conditions
  • Time spent in traffic congestion weights much
    more for the traveler than the travel time at the
    acceptable speed
  • Within the range of 0.2-0.8 of capacity, the
    average speed of traffic shows little sensitivity
    to the volume of traffic. After reaching the
    capacity level the travel time increases
    substantially
  • Traveler chooses a path based on previous
    experience
  • Traveler can adjust the path as new information
    on traffic situation is acquired.

9
The Modeling Conditions
  • The function should force the algorithm to
    seek additional paths in order to minimize the
    number of links with volume greater then
    capacity
  • The free-flow-speed is the actual average speed
    as determined through the surveys (regardless of
    legal limitations such as speed limits).
  • The function takes into account that traffic
    lights decrease the average speed

10
Various Mathematical Formulas for VDF
11
Various Mathematical Formulas for VDF
12
Various Mathematical Formulas for VDF
13
Surveys Results
14
Surveys Results
15
Surveys Results
16
New Function
b odd integer gt1
17
Mathematical Condition
b odd integer gt1 so b 1 is even
18
Continuity
19
New Function
20
What Does it Mean
free flow speed?
21
Function and Surveys
22
EMME Implementation
  • a fd27 el1 (1 1.35 ((volau / el2) 9)
    .65 volau / el2)
  • .2 (volau .gt. el2) (volau - el2)
  • a fd30 el1 (1 100 ((volau / el2 - .44) 7
    .44 7)
  • .45 volau / el2) .4 (volau .gt. el2)
    (volau - el2)
  • a fd31 el1 (1 90 ((volau / el2 - .43) 7
    .43 7)
  • .44 volau / el2) .4 (volau .gt. el2)
    (volau - el2)
  • a fd32 el1 (1 70 ((volau / el2 - .4) 7
    .4 7)
  • .3 volau / el2) .4 (volau .gt. el2)
    (volau - el2)
  • a fd33 el1 (1 28 ((volau / el2 - .42) 5
    .42 5)
  • .28 volau / el2) .4 (volau .gt. el2)
    (volau - el2)

23
Equilibrium Assignment
24
Equilibrium Assignment


25
How Does It Work?

- capacity 700 pcu/h - free flow speed 70 km/h
- speed on the capacity limit 20 km/h -
practical capacity 0,65 capacity - speed on the
practical capacity limit 45 km/h
26
Various Functions



27
Results for Various Functions
28
Matrix Reduction to Eliminate Overcapacity
29
  • NO FUNCTION IS PERFECT!

30
Disadvantages
ASSIGNMENT 2035
132000 min
31
Reason? No alternative paths
32
Solution
  • Check network carefully and add new possible
    links even local to add extra capacity
  • Add extra capacity or additional centroid
    connector
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