Title: NEW VOLUME DELAY FUNCTION Waclaw Jastrzebski
1NEW VOLUME DELAY FUNCTIONWaclaw Jastrzebski
2The Overcapacity Problem
VolumegtgtCapacity
3Problem
Using standard VDF functions, sometimes the
forecasted demand results in volumes greater than
capacity, whereas the actual capacity may in fact
be sufficient .
4Model 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?
5Four Step Model
6Reality vs. Model Curves
capacity
7Mathematical 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,
8Behavioral 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. -
9The 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
10Various Mathematical Formulas for VDF
11Various Mathematical Formulas for VDF
12Various Mathematical Formulas for VDF
13Surveys Results
14Surveys Results
15Surveys Results
16New Function
b odd integer gt1
17Mathematical Condition
b odd integer gt1 so b 1 is even
18Continuity
19New Function
20What Does it Mean
free flow speed?
21Function and Surveys
22EMME 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)
23Equilibrium Assignment
24Equilibrium Assignment
25How 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
26Various Functions
27Results for Various Functions
28Matrix Reduction to Eliminate Overcapacity
29 30Disadvantages
ASSIGNMENT 2035
132000 min
31Reason? No alternative paths
32Solution
- Check network carefully and add new possible
links even local to add extra capacity - Add extra capacity or additional centroid
connector