- 1 -
1
130022
1.
[1]
ITS ATMS
ITS [2][3][4]
[1] [5]
2.
1 50338030 20020183033
357
- 2 -
1
A B A
T B
Ttqtq BA
1
1
Ttqqtq BA
2
q +
t
tqTtq ABt
3
T T
min22
t
AB
t
t tqTtq
4
3.
2004 6 25 24
6 25
6 25
A B
- 3 -
2 6 25
50 17min
100 34min 150 50min
1 6 25
285m
50 17min
100 34 min
150 50 min
15 91s
2 6 25
285m
50 17min
100 34 min
150 50 min
285m
- 4 -
3 6 25
285m
50 17min
100 34 min
150 50 min
6 24
6 24
3 6 24
60 20min
4 6 24
60 20min
195m
285m
480m
195m 285m
- 5 -
5 6 24
60 20min
195m
285m
480m
4.
6
�
6 25
� �
6 24
�
1
2
[3]
- 6 -
ADR
5.
1
2
3
[1] [M] 2002
[2] [M] 2004
[3] [M] 2000
[4] [M] 2002
[5] [M] 1998
- 7 -
Fitting Travel Time by Least Square Method
Yang Shao-hui, Wang Dian-hai, Wang Ying-ping, Dong Bin
Transportation College, Jilin University, Changchun, Jilin Province, PRC, 130022
Abstract
Travel time is a very important parameter in traffic engineering, this paper puts forward a new method:
least square method fit, which requires less work and proves to be convenient in data processing. By
applying the field data from some expressway in Beijing, the new method is verified in the paper and
its application conditions are analyzed. With an overall comparison among the traffic survey methods
for calculating travel time, some proposals are made for the fixed spot survey as a conclusion.
Keywords traffic engineering; travel time; least square method fit; traffic survey
1977