Table 4 The calculation results after order adjustment.

From: A solution for the rational dispatching of concrete transport vehicles

m

i

\({TI}_{m}\)

\({TA}_{m}\)

\({TD}_{m}\)

\({TLAgc}_{i,n}\)

\({TRBgc}_{i,n}\)

\(j\)

j′

1

A

9:39

10:10

0

10:20

10:35

1

4 (m = 4)

2

A

9:39

10:10

10

10:30

10:45

2

5 (m = 5)

3

A

9:44

10:15

15

10:40

10:55

3

6 (m = 6)

4

A

9:45

10:16

24

10:50

11:05

9

8 (m = 8)

5

A (4)

9:45

10:16

34

11:00

11:15

10

7 (m = 7)

6

C

10:33

11:10

0

11:20

11:43

8

9 (m = 9)

7

C

10:33

11:10

10

11:30

11:53

6

1 (m = 11)

8

C

10:38

11:15

15

11:40

12:03

7

10 (m = 10)

9

C

10:38

11:15

25

11:50

12:13

5

2 (m = 12)

10

C

10:43

11:20

30

12:00

12:23

4

3 (m = 13)

11

C

10:43

11:20

40

12:10

12:33

1

–

12

C

10:48

11:25

45

12:20

12:43

2

–

13

C

10:55

11:32

48

12:30

12:53

3

–

14

C

11:05

11:42

48

12:40

13:03

9

–

15

C

11:15

11:52

48

12:50

13:13

10

–

16

C

11:43

12:20

30

13:0

13:23

8

–

17

C

11:53

12:30

30

13:10

13:33

6

–

18

C

12:03

12:40

30

13:20

13:43

7

–

19

C

12:13

12:50

30

13:30

13:53

5

–

20

C

12:23

13:0

30

13:40

14:03

4

–

21

C

12:33

13:10

30

13:50

14:13

1

–

22

C (6)

12:43

13:20

30

14:00

14:23

2

–

Back to article page