Unformatted text preview: IAT as a Function of Volume (vphpl) on Driving Lane during Daytime for
Cumulative Percentage Value 98% 149
80 Interarrival Time (s) 70
60
50
40
30 N = 159 20 y = 12842.41/x + 0.8546
R square= 0.8292 10
0
0 200 400 600 Number of Vehicles per Hour
99%
Hyperbolic 800 1000 IAT as a Function of Volume (vphpl) on Driving Lane during Daytime for
Cumulative Percentage Value 99%
90 Interarrival Time (s) 80
70
60
50
40 N = 159 30
20 y = 13495.82/x + 6.3495
R square= 0.6329 10
0
0 200 400 600 Number of Vehicles per Hour
100%
Hyperbolic 800 1000 IAT as a Function of Volume (vphpl) on Driving Lane during Daytime for
Cumulative Percentage Value 100% (Maximum) 150 1.2 y = 12.22/x + 0.4753
R square= 0.0931 Interarrival time (s) 1 N = 154
0.8
0.6
0.4
0.2
0
0 100 200 300 400 500 600 700 No. of Vehicles per hour
1% Hyperbolic IAT as a Function of Volume (vphpl) on Passing Lane during Daytime for
Cumulative Percentage Value 1% Interarrival time (s) 2.5 y = 29.33/x + 0.5211
R square= 0.1605 2 N = 154 1.5 1
0.5
0
0 100 200 300 400 500 600 700 No. of Vehicles per hour
2%
Hyperbolic IAT as a Function of Volume (vphpl) on Passing Lane during Daytime for
Cumulative Percentage Value 2% 151 3 Interarrival time (s) 2.5 y = 57.77/x + 0.5776
R square= 0.2743 2 N = 156 1.5
1 0.5
0
0 100 200 300 400 500 600 700 No. of Vehicles per hour
5%
Hyperbolic IAT as a Function of Volume (vphpl) on Passing Lane during Daytime for
Cumulative Percentage Value 5% 6
5 Interarrival time (s) y = 116.77/x + 0.6024
R square= 0.3636 4 N = 156 3
2
1
0
0 100 200 300 400 500 600 700 No. of Vehicles per hour
10%
Hyperbolic IAT as a Function of Volume (vphpl) on Passing Lane during Daytime for
Cumulative Percentage Value 10% 152 12 Interarrival time (s) 10 y = 443.98/x + 0.1633
R square= 0.6755 8 N = 156
6
4
2
0
0 100 200 300 400 500 600 700 No. of Vehicles per hour
20%
Hyperbolic IAT as a Function of Volume (vphpl) on Passing Lane during Daytime for
Cumulative Percentage Value 20% 20 Interarrival time (s) 18 y = 762.81/x  0.0794
R square= 0.7104 16
14 N = 156 12
10
8
6
4
2
0
0 100 200 300 400 500 600 700 No. of Vehicles per hour
30%
Hyperbolic IAT as a Function of Volume (vphpl) on Passing Lane during Daytime for
Cumulative Percentage Value 30% 153 30
25 Interarrival time (s) y = 1266.43/x  0.3614
R square= 0.8680 20 N = 156 15
10
5
0
0 100 200 300 400 500 600 700 No. of Vehicles per hour
40%
Hyperbolic IAT as a Function of Volume (vphpl) on Passing Lane during Daytime for
Cumulative Percentage Value 40%
40
35 y = 1976.05/x  0.6918
R square= 0.8915 25 N = 156 Interarrival time (s) 30 20
15
10
5
0
0 100 200 300 400 500 600 700 No. of Vehicles per hour
50%
Hyperbolic IAT as a Function of Volume (vphpl) on Passing Lane during Daytime for
Cumulative Percentage Value 50% 154 80
70 50 N = 156 Interarrival time (s) 60 y = 4388.64/x 1.0848
R square= 0.9378 40
30
20
10
0
0 100 200 300 400 500 600 700 No. of Vehicles per hour
70%
Hyperbolic IAT as a Function of Volume (vphpl) on Passing Lane during Daytime for
Cumulative Percentage Value 60%
30 Interarrival Time (s) 25
20
15 N = 159 10 y = 4295.84/x  0.1387
R square= 0.9640 5
0
0 200 400 600 Number of Vehicles per Hour
70%
Hyperbolic 800 1000 IAT as a Function of Volume (vphpl) on Passing Lane during Daytime for
Cumulative Percentage Value 70% 155 120 Interarrival time (s) 100 y = 6357.94/x 1.0673
R square= 0.9319 80 N = 156
60
40
20
0
0 100 200 300 400 500 600 700 No. of Vehicles per hour
80%
Hyperbolic IAT as a Function of Volume (vphpl) on Passing Lane during Daytime for
Cumulative Percentage Value 80%
250 Interarrival time (s) 200 y = 9498.70/x  0.2287
R square= 0.8455 150 N = 156 100
50
0
0 100 200 300 400 500 600 700 No. of Vehicles per hour
90%
Hyperbolic IAT as a Function of Volume (vphpl) on Passing Lane during Daytime for
Cumulative Percentage Value 90% 156 250 Interarrival time (s) 200 y = 10960.47/x + 5.3074
R square= 0.8692 150 N = 156 100
50
0
0 100 200 300 400 500 600 700 No. of Vehicles per hour
95%
Hyperbolic IAT as a Function of Volume (vphpl) on Passing Lane during Daytime for
Cumulative Percentage Value 95%
180
160 y = 11411.96/x + 14.6193
R square= 0.8042 120 N = 154 Interarrival time (s) 140 100
80
60
40
20
0
0 100 200 300 400 500 600 700 No. of Vehicles per hour
98% Hyperbolic IAT as a Function of Volume (vphpl) on Passing Lane during Daytime for
Cumulative Percentage Value 98% 157 180 Interarrival time (s) 160 y = 11656.48/x + 21.5875
R square= 0.7491 140
120 N = 154 100
80
60
40
20
0
0 100 200 300 400 500 600 700 No. of Vehicles per hour
99% Hyperbolic IAT as a Function of Volume (vphpl) on Passing Lane during Daytime for
Cumulative Percentage Value 99%
300
250 Interarrival time (s) y = 12419.46/x + 32.9255
R square = 0.6723 200 N = 156 150
100
50
0
0 100 200 300 400 500 600 700 No. of Vehicles per hour
100% Hyperbolic IAT as a Function of Volume (vphpl) on Passing Lane during Daytime for
Cumulative Percentage Value 100% (Maximum) 158
Appendix C. Calculated Interarrival Times for 15 Minute Intervals for 24hout
Time Period...
View
Full Document
 Spring '13
 Mr.Kau
 Normal Distribution, ........., Cumulative distribution function, Driving Lane

Click to edit the document details