traffic concepts (transportation engineering)
TRANSCRIPT
CE
E 3
20W
inte
r 20
06
Traffic Concepts
CEE 320Steve Muench
CE
E 3
20W
inte
r 20
06
Outline
1. Basic Conceptsa. Flow Rate
b. Spacing
c. Headway
d. Speed
e. Density
2. Relationships
3. Example
CE
E 3
20W
inte
r 20
06
Concepts
• Definitions• Volume, Speed, Density relationships
• Speed– Space mean speed– Time mean speed
CE
E 3
20W
inte
r 20
06
Flow Rate (q)
• The number of vehicles (n) passing some designated roadway point in a given time interval (t)
• Units are typically vehicles/hour
• Flow rate is different than volume
t
nq =
CE
E 3
20W
inte
r 20
06
Spacing
• The distance (ft) between successive vehicles in a traffic stream, as measured from front bumper to front bumper
CE
E 3
20W
inte
r 20
06
Headway (h)
• The time (in seconds) between successive vehicles, as their front bumpers pass a given point.
∑=
=n
iiht
1 hh
nq n
ii
1
1
==∑
=
CE
E 3
20W
inte
r 20
06
Headway
From HCM 2000
CE
E 3
20W
inte
r 20
06
Speed
• Time mean speed (spot speed)– Arithmetic mean of all instantaneous vehicle
speeds at a given “spot” on a roadway section
• Space mean speed (u)– The mean travel speed of vehicles traversing a
roadway segment of a known distance (d)– More useful for traffic applications
CE
E 3
20W
inte
r 20
06
Space Mean Speed
• It is the harmonic mean (1/H = 1/a + 1/b + …)
• Space mean speed is always less than time mean speed
t
ln
u
n
ii∑
== 1
1
( )nnltltltn
t +++= ...1
2211
CE
E 3
20W
inte
r 20
06
Time Mean vs. Space Mean Speed
From HCM 2000
CE
E 3
20W
inte
r 20
06
Density (k)
• The number of vehicles (n) occupying a given length (l) of a lane or roadway at a particular instant
• Unit of density is vehicles per mile (vpm).
u
q
l
nk ==
CE
E 3
20W
inte
r 20
06
Other Concepts
• Free-flow speed (uf)
• Jam density (kj)
• Capacity (qm)
( ) ( )vehftspacingmivehDensity
/
280,5/ =
( ) ( )( )sftspeed
vehftspacingvehsHeadway
/
// =
( ) ( )vehsheadwayhrvehrateFlow
/
600,3/ =
CE
E 3
20W
inte
r 20
06
Speed vs. Density
−=
jf k
kuu 1
Density (veh/mile)
Spe
ed (
mph
)
kj
Jam Density
uf
Free Flow Speed
CE
E 3
20W
inte
r 20
06
Flow vs. Density
−=
jf k
kkuq
2
Density (veh/mile)
FLo
w (
veh/
hr)
kj
Jam Density
Optimal flow, capacity, qm
km
Optimal densityUncongested Flow
Congested Flow
CE
E 3
20W
inte
r 20
06
Speed vs. Flow
−=
fj u
uukq
2
Flow (veh/hr)
Spe
ed (
mph
)
uf
Free Flow Speed
Optimal flow, capacity, qm
Uncongested Flow
Congested Flow
um
CE
E 3
20W
inte
r 20
06
3-D Model
CE
E 3
20W
inte
r 20
06
Example
I-5 over the ship canal bridge has 4 lanes in each direction. The northbound capacity is 8200 veh/hr/lane and the free-flow speed is 65 mph. What is the maximum flow rate, maximum density, jam density? If a one-hour vehicle count in the northbound direction for the outside lane gives 7034 vehicles in a non-congested condition, what is the estimated space mean speed of these 7034 vehicles?
CE
E 3
20W
inte
r 20
06
Traffic – Time of Day Patterns
0.00%
1.00%
2.00%
3.00%
4.00%
5.00%
6.00%
7.00%
8.00%
9.00%
1 3 5 7 9 11 13 15 17 19 21 23
Hour of Day
Per
cent
of D
aily
Tra
ffic
Rural Cars
Business Day Trucks
Through Trucks
Urban Cars
From WSDOT 2003 Annual Traffic Report
From WSDOT 2003 Annual Traffic Report
I-405 NE 37th St GP SB
0
500
1000
1500
2000
2500
12 AM 2 AM 4 AM 6 AM 8 AM 10 AM 12 PM 2 PM 4 PM 6 PM 8 PM 10 PM
Estimated Weekday Volume Profile: GP and HOV Lanes (Nov 98)
GP
HOV
I-5 NE 45th St-SB GP SB
0
500
1000
1500
2000
2500
12 AM 2 AM 4 AM 6 AM 8 AM 10 AM 12 PM 2 PM 4 PM 6 PM 8 PM 10 PM
Estimated Volume and Speed Conditions (2/17/00)
I-5 S Spokane St GP NB
0
500
1000
1500
2000
2500
12 AM 2 AM 4 AM 6 AM 8 AM 10 AM 12 PM 2 PM 4 PM 6 PM 8 PM 10 PM
Estimated GP and HOV Volume and Speed Conditions
HOV speed < 45 mph
Saturday, July 31, 1999 DataMulticolor = Average GP LaneGray = HOV Lane
I-405 NE 37th St GP NB
0
500
1000
1500
2000
2500
12 AM 2 AM 4 AM 6 AM 8 AM 10 AM 12 PM 2 PM 4 PM 6 PM 8 PM 10 PM
0
10
20
30
40
50
60
70
80
90
100
Estimated Weekday Volume, Speed, and Reliability Conditions (1999)
GP
HOV
Time PMAM0 2 4 6 8 10 12 2 4 6 8 10 12
Time PMAM0 2 4 6 8 10 12 2 4 6 8 10 12
405
5
Montlake Blvd.
520
Arboretum
92nd Ave.
B’vue. Way
148th Ave.
NE 60th St.
84th Ave.
Lk. Wash.
Uncongested, near speed limit
Restricted movement but near speed limit
More heavily congested, 45 - 55 mph
Extremely congested, unstable flow
Westbound
SR 520 Traffic Profile General Purpose Lanes 1997 Weekday Average East bound
CE
E 3
20W
inte
r 20
06
Primary References
• Mannering, F.L.; Kilareski, W.P. and Washburn, S.S. (2005). Principles of Highway Engineering and Traffic Analysis, Third Edition. Chapter 5
• Transportation Research Board. (2000). Highway Capacity Manual 2000. National Research Council, Washington, D.C.