1-table
Certificate of measurement of distances of buses (In the right direction)
№
Name of stations
Speedometer
indicator
Stations
Between
Distance km/h
1
Yangiabad district
0,00
0
2
Chilonota street
0,6
0,6
3
School 198
0,9
0,3
4
Gastronomist
1,2
0,3
5
Zanjirsoy street
1,5
0,2
6
Nadirabegim street
1,9
0,5
7
Shop
2,4
0,5
8
Slo'nima street
2,8
0,4
9
Arslanabad district
3,0
0,2
10
Aircraft market
3,6
0,6
11
Kozonkhana
4,5
0,9
12
Kozonkhana
4,6
0,2
13
Shop
5,0
0,3
14
Khavas street
5,5
0,5
15
Khatirchi street
5,9
0,4
16
Combination of refrigerators
6,6
0,7
17
Expedition
7,0
0,4
18
Fergana market
8,1
1,1
19
Oltinkol 2-tor street
8,4
0,3
20
11th maternity hospital
8,9
0,6
21
Sarakul Street
9,2
0,3
22
Fitrat 2-tor street
9,8
0,6
23
Mirabad TIIB
10,2
0,4
24
Institute of Transport
11,0
0,8
25
City of pilots
11,3
0,3
26
Margilan street
12,0
0,7
27
Solo TIIB
13,3
1,4
28
Thermal energy center
14,0
0,7
29
Yakasaroy TIIB
14,5
0,5
30
International Airport-2
15,6
1,1
Jami
15,6
585
Reverse direction
№
Name of stations
Speedometer
Stations
Between
Distance km/h
Indicator
1
International Airport-2
0
0
2
Margilan street
0,7
0,7
3
City of pilots
1,4
0,7
4
Institute of Transport
1,8
0,4
5
Ret plant
2,1
0,3
6
Mirabad TIIB
2,4
0,3
7
Fitrat 2-tor street
2,9
0,5
8
Sarakul Street
3,5
0,6
9
11th maternity hospital
3,8
0,3
10
Oltinkol 2-tor street
4,3
0,5
11
Fergana market
4,7
0,4
12
Fergana market
5,4
0,6
13
Expedition
5,8
0,4
14
Combination of refrigerators
6,2
0,4
15
Khatirchi street
6,6
0,5
16
Khavas street
7,0
0,3
17
Shop
7,6
0,6
18
Kozonkhana
8,2
0,6
19
Arslanabad district
8,6
0,4
20
Aircraft market
9,2
0,7
21
Aviazozol AShB
9,8
0,5
22
Shop
10,8
1,0
23
Nadirabegim street
11,2
0,4
24
Zanjirsoy street
11,6
0,4
25
Gastronomist
12,0
0,4
26
School 198
12,2
0,2
27
Chilonota street
12,4
0,2
28
Yangiabad district
13,1
0,7
Jami
13,1
The distance between the stops (peregon length) is determined by the speedometer indicator.
L
pеr
=
SK
n+1
–SK
n
; km,
In the right direction
nstitute of Transport - Mirabad TIIB
10.99-10.18=0.81; km.
Reverse direction
Yangiabad district - Chilonota street
13.16-12.41=0.65; km.
here: SK - speedometer reading, SKn+1 - speedometer reading at the next point, SKn - speedometer
reading at the previous point.
The calculation results are included in Table 1.
Distances from the starting point to the next and the entire length of the route
L =SK
n
- SK
1
; km. ,
In the right direction
Yakkasaroy TIIB- Yangiabad district
14,52-0=14,52; km.
Reverse direction
Chilonota street - International Airport-2 12,41-0=12.41; km.
586
here: SK
n
is the reading of the speedometer at point n,SK
1
is the speedometer reading at the starting
point
The calculation results are included in Table-1.
Determination of traffic, communication, flight and round-trip flight times.
Chronometric observations are made to determine the flight time. Chronometric observations are
carried out using the lowest technical and operational indicators that can be used in the researched
direction[6,7,8,9]. The driver of the bus, which is subject to chronometric observation, must have the
appropriate qualifications and know the route being studied well. Chronometric observation is carried
out on typical days of the week (one of the working days, Saturday, Sunday) throughout the working
day, in each season of the year, as well as when the mode of operation of the transport and the flow
of passengers change. The position of the bus timekeeper is determined in a place where the traffic
route, exit and exit doors are clearly visible. The observation is recorded on the map showing the
stops of the route, and a document is drawn up based on it (Table 2).
2-table
Map of processing chronometric observations in the direction(In the right direction)
Name of stations
Time, min.
Technical speed,
km/h
movement
Stopping at
intermediate
stations
stop at the
last stop
Yangiabad district
0
0
5
32,4
Chilonota street
1,2
0.5
32,4
School 198
0,6
0.5
32,4
Gastronomist
0,5
0.5
32,4
Zanjirsoy street
0,4
0.5
32,4
Nadirabegim street
0,8
0.5
32,4
Shop
0,9
0.5
32,4
Slo'nima street
0,7
0.5
32,4
Arslanabad district
0,3
0.5
32,4
Aircraft market
1,2
0.5
32,4
Kozonkhana
1,7
0.5
32,4
Kozonkhana
0,3
0.5
32,4
Shop
0,6
0.5
32,4
Khavas street
0,9
0.5
32,4
Khatirchi street
0,8
0.5
32,4
Combination of refrigerators
1,3
0.5
32,4
Expedition
0,6
0.5
32,4
Fergana market
2,0
0.5
32,4
Oltinkol 2-tor street
0,5
0.5
32,4
11th maternity hospital
1,1
0.5
32,4
Sarakul Street
0,6
0.5
32,4
Fitrat 2-tor street
1,1
0.5
32,4
Mirabad TIIB
0,7
0.5
32,4
Institute of Transport
1,5
0.5
32,4
City of pilots
0,6
0.5
32,4
Margilan street
1,2
0.5
32,4
Solo TIIB
2,5
0.5
32,4
Thermal energy center
1,3
0.5
32,4
Yakasaroy TIIB
1,0
0.5
32,4
587
Reverse direction
RESULTS AND DISCUSSION.
Movement time. A map of processing chronometric
observations is used to determine the running time of buses (Table 2). During the flight, the movement
time in the direction is calculated by the sum of the movement times in each zone.
t
m
= ∑tꞌ
m
; min.
In the right direction
t
m
=1,2+0,6+0,5+0,4+0,8+0,9+0,7+0,3+1,2+1,7+0,3+0,6+0,9+0,8+1,3+0,6+2,0+0,5+1,1+0,6+1,1+0
,7+1,5+0,6+1,2+2,5+1,3+1,0+2,1=29 min.
Reverse direction
t
m
=1,3+1,2+0,7+0,6+0,4+0,9+1,0+0,6+0,9+0,7+1,1+0,8+0,6+0,8+0,6+1,1+1,1+0,7+12+1,0+1,8+0,
8+0,7+0,7+0,4+0,4+1,1=23 min.
here: tꞌ - movement time in one peregon, min., n – is the number of peregons in the direction.
International Airport-2
2,1
0.5
32,4
Jami
29
14
5
32,4
Name of stations
Time, min.
Technical speed,
km/h
movement
Stopping at
intermediate
stations
охirgi
bеkаtdа
turish
International Airport-2
0
0
5 min
34,1
Margilan street
1,3
0.5
34,1
City of pilots
1,2
0.5
34,1
Institute of Transport
0,7
0.5
34,1
Ret plant
0,6
0.5
34,1
Mirabad TIIB
0,4
0.5
34,1
Fitrat 2-tor street
0,9
0.5
34,1
Sarakul Street
1,0
0.5
34,1
11th maternity hospital
0,6
0.5
34,1
Oltinkol 2-tor street
0,9
0.5
34,1
Fergana market
0,7
0.5
34,1
Fergana market
1,1
0.5
34,1
Expedition
0,8
0.5
34,1
Combination of refrigerators
0,6
0.5
34,1
Khatirchi street
0,8
0.5
34,1
Khavas street
0,6
0.5
34,1
Shop
1,1
0.5
34,1
Kozonkhana
1,1
0.5
34,1
Arslanabad district
0,7
0.5
34,1
Aircraft market
1,2
0.5
34,1
Aviazozol AShB
1,0
0.5
34,1
Shop
1,8
0.5
34,1
Nadirabegim street
0,8
0.5
34,1
Zanjirsoy street
0,7
0.5
34,1
Gastronomist
0,7
0.5
34,1
School 198
0,4
0.5
34,1
Chilonota street
0,4
0.5
34,1
Yangiabad district
1,1
0.5
34,1
Total
23
13
5
34,1
588
Stopover time at intermediate points during the flight. The stopover time at intermediate points
during the flight consists of the sum of stopover times at each individual stop:
t
st
= ∑tꞌ
st
; min.
t
st
- stopover time at intermediate stops
In the right direction
t
is
=0.5+0.5+0.5+0.5+0.5+0.5+0.5+0.5+0.5+0.5+0.5+0.5+0.5+0.5+0.5+0.5+0.5+0.5+0.5+0.5+0.5+0.
5+0.5+0.5+0.5+0.5+0.5+0.5+0.5=14 min.
Reverse direction
t
is
=0.5+0.5+0.5+0.5+0.5+0.5+0.5+0.5+0.5+0.5+0.5+0.5+0.5+0.5+0.5+0.5+0.5+0.5+
0.5+0.5+0.5+0.5+0.5+0.5+0.5+0.5+0.5=13 min.
here: tꞌ - stopping time at intermediate points, min.; k-is the number of intermediate stops.
Contact time. The connection time is the time from the time of departure from one last stop
to the second last stop, which includes travel time and stopover time at intermediate stops:
t
c
= t
m
+ t
st
; min.
In the right direction
t
c
=29+14=43 min.
Reverse direction
t
c
=23+13=36 min.
Flight time. Flight time is - the time it takes for a bus to reach one final stop on a route,
including travel times, stops at intermediate stops, and stops at one final stop:
t
f
= t
m
+ t
st
+ t
ls
; min.
In the right direction
t
f
=29+14+5=48 min.
Reverse direction
t
f
=23+13+5=41 min.
One round trip time of the bus. The time of one round of the bus consists of the sum of flight
times in both directions:
t
rt
= t
f
right
+ t
f
reverse
; h.
t
rt
=(48+41)/60=1.48 h.
3-Table
Distribution of passenger flow by hours of the day
Hours of the day
Number of passengers
Direction
right
back
5 – 6
20
12
6 – 7
55
43
7 – 8
95
89
8 – 9
143
111
9 – 10
104
87
10 – 11
89
80
11 – 12
74
57
12 – 13
65
50
13 – 14
68
62
14 – 15
73
68
15 – 16
78
80
16-17
87
99
17 – 18
111
124
18 – 19
87
105
19 – 20
72
74
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