Transportation Engineering
Highway Devolopment and Planning
Marks 1Marks 2
Highway Geometric Design
Marks 1Marks 2
Traffic Engineering
Marks 1Marks 2
Highway Materials
Marks 1Marks 2
Pavement Design
Marks 1Marks 2
Railway, Runway and Taxiway Design
Marks 1
1
GATE CE 2022 Set 2
Numerical
+1
-0

The lane configuration with lane volumes in vehicles per hour of a four-arm signalized intersection is shown in the figure. There are only two phases: the first phase is for the East-West and the West-East through movements, and the second phase is for the North-South and South-North through movements. There are no turning movements. Assume that the saturation flow is 1800 vehicles per hour per lane for each lane and the total lost time for the first and the second phases together is 9 seconds.

GATE CE 2022 Set 2 Transportation Engineering - Traffic Engineering Question 7 English

The optimum cycle length (in second), as per the Webster's method, is __________. (round off to the nearest integer).

Your input ____
2
GATE CE 2022 Set 2
MCQ (More than One Correct Answer)
+1
-0

For a traffic stream, V is the space mean speed, k is the density, q is the flow. Vf is the free flow speed, and kf is the jam density. Assume that the speed decreases linearly with density.

Which of the following relations is/are correct?

A
$$q = {k_j}k - \left( {{{{k_j}} \over {{V_f}}}} \right){k^2}$$
B
$$q = {k_j}V - \left( {{{{k_j}} \over {{V_f}}}} \right){V^2}$$
C
$$q = {V_f}V - \left( {{{{V_f}} \over {{k_j}}}} \right){V^2}$$
D
$$q = {V_f}k - \left( {{{{V_f}} \over {{k_j}}}} \right){k^2}$$
3
GATE CE 2022 Set 1
MCQ (Single Correct Answer)
+1
-0.33

Consider the four points P, Q, R and S shown in the Greenshields fundamental speed-flow diagram. Denote their corresponding traffic densities by kP, kQ, kR and kS, respectively. The correct order of these densities is :

GATE CE 2022 Set 1 Transportation Engineering - Traffic Engineering Question 11 English

A
kP > kQ > kR > kS
B
kS > kR > kQ > kP
C
kQ > kR > kS > kP
D
kQ > kR > kP > kS
4
GATE CE 2022 Set 1
Numerical
+1
-0

A two-phase signalized intersection is designed with a cycle time of 100 s. The amber and red times for each phase are 4 s and 50 s, respectively. If the total lost time per phase due to start-up and clearance is 2 s, the effective green time of each phase is _________ s. (in integer)

Your input ____
GATE CE Subjects
Engineering Mechanics
Strength of Materials Or Solid Mechanics
Structural Analysis
Construction Material and Management
Reinforced Cement Concrete
Steel Structures
Geotechnical Engineering
Fluid Mechanics and Hydraulic Machines
Hydrology
Irrigation
Geomatics Engineering Or Surveying
Environmental Engineering
Transportation Engineering
Engineering Mathematics
General Aptitude