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A transit line runs on a l = 10 km corridor and has stops at every intersection,

ID: 1709892 • Letter: A

Question

A transit line runs on a l = 10 km corridor and has stops at every intersection, S = 400 m apart. The maximum transit vehicle speed is upsilon_max = 30 km/hr, but for every stop passengers experience an in-vehicle delay of t_s = 20 sec. Note that at their origin and destination stops passengers experience only half the stop delay. All passengers work at offices located at the start of the transit line and they travel to destinations that are uniformly distributed on the corridor. Each passenger gets off at the station closest to their destination, regardless of which direction they need to walk. Passengers walk at speed upsilon_w = 4.8 km/hr. Assume that passengers arrive at the transit stops just on time to board the transit vehicle. (a) What is the door-to-door travel time for the average passenger? (b) How would the door-to-door travel time for the average passenger change if the length of the corridor was such that the average trip length is now 6km? (c) What is the optimal spacing that minimizes the door-to-door travel time for the average passenger from part (a)? What is the minimum door-to-door travel time for the average passenger? (d) What spacing would you choose to ensure an integer number of stops and why?

Explanation / Answer

Please find the solution in the attached file

For 6 km transition

optimal condition

Spacing of 500 m

Delay time

passenger delay

Distance from origin

door to door time(in Sec)

Distance from 0rigin for 6 km

time(sec)

Distance

delay time of station

delay time for passenger at each station(sec)

door to door time(sec)

Origin

0

20

10

0

0

0

20

10

1

20

10

400

143

400

143

500

20

10

80

2

20

10

800

211

800

211

1000

20

10

160

3

20

10

1200

279

1200

279

1500

20

10

240

4

20

10

1600

347

1600

347

2000

20

10

320

5

20

10

2000

415

2000

415

2500

20

10

400

6

20

10

2400

483

2400

483

3000

20

10

480

7

20

10

2800

551

2800

551

3500

20

10

560

8

20

10

3200

619

3200

619

4000

20

10

640

9

20

10

3600

687

3600

687

4500

20

10

720

10

20

10

4000

755

4000

755

5000

20

10

800

11

20

10

4400

823

4400

823

5500

20

10

880

12

20

10

4800

891

4800

891

6000

20

10

960

13

20

10

5200

959

5200

959

6500

20

10

1040

14

20

10

5600

1027

5600

1027

7000

20

10

1120

15

20

10

6000

1095

6000

1095

7500

20

10

1200

16

20

10

6400

1163

Average time

619

8000

20

10

1280

17

20

10

6800

1231

8500

20

10

1360

18

20

10

7200

1299

9000

20

10

1440

19

20

10

7600

1367

9500

20

10

1520

20

20

10

8000

1435

10000

20

10

1600

21

20

10

8400

1503

Average time

840

22

20

10

8800

1571

23

20

10

9200

1639

24

20

10

9600

1707

Destination

25

20

10

10000

1775

Average time

959

For origin and last station door to door time is calculated as the sum of walkway time +delay of last station+delay of remaining station+delay of origin station+journey time between station

Let us assume from each stop passenger walkway to their home is 100 m with a speed of 4.8 km/hr which gives walk way time as ((100/4800)*3600)=75sec

Since for optimal condition the walway distance should be kept zero and the transit interval should be kept 500 m so that the passenger can directly reach to their door and this spacing is the best and provide integer in number and there is optimal delay.

For 6 km transition

optimal condition

Spacing of 500 m

Delay time

passenger delay

Distance from origin

door to door time(in Sec)

Distance from 0rigin for 6 km

time(sec)

Distance

delay time of station

delay time for passenger at each station(sec)

door to door time(sec)

Origin

0

20

10

0

0

0

20

10

1

20

10

400

143

400

143

500

20

10

80

2

20

10

800

211

800

211

1000

20

10

160

3

20

10

1200

279

1200

279

1500

20

10

240

4

20

10

1600

347

1600

347

2000

20

10

320

5

20

10

2000

415

2000

415

2500

20

10

400

6

20

10

2400

483

2400

483

3000

20

10

480

7

20

10

2800

551

2800

551

3500

20

10

560

8

20

10

3200

619

3200

619

4000

20

10

640

9

20

10

3600

687

3600

687

4500

20

10

720

10

20

10

4000

755

4000

755

5000

20

10

800

11

20

10

4400

823

4400

823

5500

20

10

880

12

20

10

4800

891

4800

891

6000

20

10

960

13

20

10

5200

959

5200

959

6500

20

10

1040

14

20

10

5600

1027

5600

1027

7000

20

10

1120

15

20

10

6000

1095

6000

1095

7500

20

10

1200

16

20

10

6400

1163

Average time

619

8000

20

10

1280

17

20

10

6800

1231

8500

20

10

1360

18

20

10

7200

1299

9000

20

10

1440

19

20

10

7600

1367

9500

20

10

1520

20

20

10

8000

1435

10000

20

10

1600

21

20

10

8400

1503

Average time

840

22

20

10

8800

1571

23

20

10

9200

1639

24

20

10

9600

1707

Destination

25

20

10

10000

1775

Average time

959

For origin and last station door to door time is calculated as the sum of walkway time +delay of last station+delay of remaining station+delay of origin station+journey time between station

Let us assume from each stop passenger walkway to their home is 100 m with a speed of 4.8 km/hr which gives walk way time as ((100/4800)*3600)=75sec

Since for optimal condition the walway distance should be kept zero and the transit interval should be kept 500 m so that the passenger can directly reach to their door and this spacing is the best and provide integer in number and there is optimal delay.

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