Transportation Engineering-Lecture 12 Slides-Engineering, Slides of Transportation Engineering

Route Choice, Finding Shortest Path, Dijkstra’s Algorithm, All-or-Nothing Assignment, Link Performance Function, User Equilibrium, Wardrop’s First Principal, UE Formulation, SO Assignment, Wardrop’s Second Principal, System Optimal, Transportation Engineering, Seungmo Kang, Engineering, Korea University, South Korea.

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2011/2012

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Transportation Engineering
2010 Fall Semester
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Download Transportation Engineering-Lecture 12 Slides-Engineering and more Slides Transportation Engineering in PDF only on Docsity!

Transportation Engineering

2010 Fall Semester

Route Choice

-^ 100 trips •^ From here •^ To Sinseol-DongStation •^ Using Car •^ Which Route?

Route 1 Route 2

Route 3

Source: http://map.google.com

Route Choice

•^ All-or-Nothing Assignment •^ User Equilibrium (UE) Assignment •^ System Optimal (SO) Assignment

Dijkstra’s Algorithm^1

9 8 1 : Node 1^10 : Link with Travel Time 10

9 8 4 11

14 6 12

10 11 13 15 13

-^ Find Shortest Path fromZone 5 to Zone 10

Dijkstra’s Algorithm 1 3

25(3)^

40(8) 19(4)^

11(1) 25(4)^ 35(7)13(5) 26(4)

-^ Result 25(3) : Travel time from node 5 is 25 and the previous node is 3

Shortest Path from Node 5 to Node 10

Link Performance Function • Link travel time vs. Flow demand • Travel time increases with flow demand • Grows exponentially if the demand is larger than the capacity • BPR (Bureau of Public Road) Function

ఉݔ ݐ ൌ ݐሼ1 ൅ ߙ ሽ଴ ܥݐ: Link Travel Time ݐ: Free Flow Travel Time଴ 4 ݔ: Link Flow Demand ܥ: Capacity (Max. flow Rate)3.5 ߙ: Parameter to be calibrated 3 (default: 0.15)2.5 ߚ: Parameter to be calibrated(default: 4) 2 1.5 1 0.5 0 0 1000

2000 3000 4000

(^5000) ሻ݄/݄݁ݒሺݔ ሻݎ݄ሺݐ^ Capacity^ ݐ଴

Link Performance Function • Can flow exceed “capacity”? • On a link, the capacity is thought of as a maximum“outflow.” • Demand is inflow. • If inflow > outflow for a period of time, there isqueueing (and delay). • For Example: For a 1 hour period, if 2100 cars arriveand 2000 depart (=capacity), 100 are still there. • This equation tries to represent that phenomenon in asimple way.

UE Example  O/D Trip = 5  The link perfomance functions  t=2+xand t=1+2x. 11 22 ^

Flow conservation:^ ^ x+x= 5^12  UE status:^ ^ Travel time for path 1 =Travel time for path 2^ ^ t= t^1 2 ^ 2+x= 1+2x^1 2  Solve:^ ^ 2+5-x=1+2x^22 ^ x= 2, x= 3^2

Route 2t=1+2x^22 Route 1t=2+x^11

UE Formulation

SO Assignment  This can be formulated as amathematical programMin Subject to

, for all k, and O-D pairs, for all k, and O-D pairs Where,^ a^ a for all links

Z =^ X ta f^ =^ q^ k k^ f^0  k^ X^ =^ f^ δ^ a^ k^ ak^ OD^ K

Example  O/D Trip = 5  The link performance functions  t=2+xand t=1+2x. 11 22 ^ Flow conservation:^ ^ x

+x= 5 12

Route 2t=1+2x^22 Route 1t=2+x^11

-^ Result^ XXT^1

TTotal 1 2 Travel Time AoN^0

UE^3
SO^ 3.17^ 1.^
5.17^ 4.66^ 24.