task 1 its

3
Commen Cycle Time 180 sec. All Red Time 2 sec. Amber Time 3 sec. Effective Green 160 sec. Phase Traffic Volume No. of Lanes Traffic / Lane Green Time Split Effective Green Time Que Length / veh. 1 760 2 380 0.23 37 13 2 1048 2 524 0.32 51 25 3 852 2 426 0.26 41 17 4 324 1 324 0.20 31 17 Total 2984 1654 1 160 Phase 4 324 Cars per Hour Phase 1 760 Cars per Hour Phase 3 852 Cars per Hour Phase 2 1048 Cars per Hour

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Page 1: TASK 1 ITS

Commen Cycle Time 180 sec.

All Red Time 2 sec.

Amber Time 3 sec.

Effective Green 160 sec.

Phase Traffic Volume No. of Lanes Traffic / Lane Green Time Split Effective Green Time Que Length / veh.

1 760 2 380 0.23 37 13

2 1048 2 524 0.32 51 25

3 852 2 426 0.26 41 17

4 324 1 324 0.20 31 17

Total 2984 1654 1 160

Phase 4 324 Cars per Hour

Phase 1 760 Cars per Hour

Phase 3 852 Cars per Hour

Phase 2 1048 Cars per Hour

Page 2: TASK 1 ITS

Itersection (1)All Red Time = 2 sec.

Amber Time = 3 sec.

PhaseNo. of

Lanes

Saturation Traffic Flow

per lane (car/hr)

Total Saturation Flow

(car/hr)

Actual Flow

(car/hr)

Flow Saturation Flow

Ratio Green Time Split Green Time (sec.) Que Length / veh.

1 3 1800 5400 1848 0.34 0.50 28 22

2 2 1800 3600 440 0.12 0.18 10 6

3 3 1800 5400 1164 0.22 0.32 18 13

Total 5400 14400 3452 0.68 1.00 56

Lost = (2+3)*3 = 15 sec.

Phase 1 Green time = 27.67973856 take 28 sec.

Phase 2 Green time = 9.885620915 take 10 sec.

Phase 3 Green time = 17.43464052 take 18 sec.

Total Green time = 56 sec.

Cycle time = 56 + 15 = 71 sec.

Phase 1 1848 Cars per Hour

Phase 3 1164 Cars per Hour

Phase 2 440Cars per Hour

Phase 1 1600 Cars per Hour

Phase 3 1276 Cars per Hour

Phase 2 1280 Cars per Hour

Intersection (1) Intersection (2)

𝐢° =1.5𝐿

1 βˆ’ π‘Œ=

1.5 (15)

1 βˆ’ 0.68= 70.31 β‰ˆ 70 𝑠𝑒𝑐. 𝐢𝑦𝑐𝑙𝑒 π‘‡π‘–π‘šπ‘’

𝐸𝑓𝑓𝑒𝑐𝑑𝑖𝑣𝑒 πΊπ‘Ÿπ‘’π‘’π‘› π‘‡π‘–π‘šπ‘’ = 70 βˆ’ 15 = 55 𝑠𝑒𝑐.

Page 3: TASK 1 ITS

Itersection (2)

All Red Time = 2 sec.

Amber Time = 3 sec.

PhaseNo. of

Lanes

Saturation Traffic Flow

per lane (car/hr)

Total Saturation Flow

(car/hr)

Actual Flow

(car/hr)

Flow Saturation Flow

Ratio Green Time Split Green Time (sec.) Que Length / veh.

1 3 1800 5400 1600 0.30 0.33 17 14

2 3 1800 5400 1280 0.24 0.27 19 6

3 2 1800 3600 1276 0.35 0.40 20 13

Total 5400 14400 4156 0.89 1.00 56

Lost = (2+3)*3 = 15 sec.

Phase 1 Green time = 16.2962963 take 17 sec.

Phase 2 Green time = 13.03703704 take 14 sec.

Phase 3 Green time = 19.49444444 take 20 sec.

Total Green time = 56 sec.

Cycle time = 56 + 15 = 71 sec.

𝐢° =1.5𝐿

1 βˆ’ π‘Œ=

1.5 (15)

1 βˆ’ 0.89= 204.54 π‘‡π‘Žπ‘˜π‘’ 70 𝑠𝑒𝑐. 𝐢𝑦𝑐𝑙𝑒 π‘‡π‘–π‘šπ‘’

𝐸𝑓𝑓𝑒𝑐𝑑𝑖𝑣𝑒 πΊπ‘Ÿπ‘’π‘’π‘› π‘‡π‘–π‘šπ‘’ = 70 βˆ’ 15 = 55 𝑠𝑒𝑐.

Inter. 1 71 sec.

π‘‘π‘–π‘‘π‘’π‘Žπ‘™ = 𝐿

𝑆=

230 π‘š

8= 28.75 𝑠𝑒𝑐. offset

π‘‘π‘–π‘‘π‘’π‘Žπ‘™ = 𝐿

π‘†βˆ’ QH βˆ’ Loss

= 230

8 βˆ’ 14 βˆ— 2 + 2 = 2.75 𝑠𝑒𝑐.

Inter. 2 71 sec.

28 sec. 17 sec.