Question Description
The queue length (in number of vehicles) versus time (in seconds) plot for an approach to a signalized intersection with the cycle length of 96 seconds is shown in the figure scale).At time t = 0, the light has just turned red. The effective green time is 36 seconds, during which vehicles discharge at the saturation flow rate, vph). Vehicles arrive at a uniform rate,v (in vph),throughout the cycle.Whichone of the following statementsis TRUE?a)v = 600 vph, and for this cycle, the average stopped delay per vehicle = 30 secondsb)s = 1800 vph, and for this cycle, the average stopped delay per vehicle = 28.125 secondsc)v = 600 vph,and forthiscycle, the average stopped delay per vehicle = 45 secondsd)s = 1200 vph, and for this cycle, the average stopped delay per vehicle = 28.125 secondCorrect answer is option 'B'. Can you explain this answer? for Civil Engineering (CE) 2024 is part of Civil Engineering (CE) preparation. The Question and answers have been prepared according to the Civil Engineering (CE) exam syllabus. Information about The queue length (in number of vehicles) versus time (in seconds) plot for an approach to a signalized intersection with the cycle length of 96 seconds is shown in the figure scale).At time t = 0, the light has just turned red. The effective green time is 36 seconds, during which vehicles discharge at the saturation flow rate, vph). Vehicles arrive at a uniform rate,v (in vph),throughout the cycle.Whichone of the following statementsis TRUE?a)v = 600 vph, and for this cycle, the average stopped delay per vehicle = 30 secondsb)s = 1800 vph, and for this cycle, the average stopped delay per vehicle = 28.125 secondsc)v = 600 vph,and forthiscycle, the average stopped delay per vehicle = 45 secondsd)s = 1200 vph, and for this cycle, the average stopped delay per vehicle = 28.125 secondCorrect answer is option 'B'. Can you explain this answer? covers all topics & solutions for Civil Engineering (CE) 2024 Exam. Find important definitions, questions, meanings, examples, exercises and tests below for The queue length (in number of vehicles) versus time (in seconds) plot for an approach to a signalized intersection with the cycle length of 96 seconds is shown in the figure scale).At time t = 0, the light has just turned red. The effective green time is 36 seconds, during which vehicles discharge at the saturation flow rate, vph). Vehicles arrive at a uniform rate,v (in vph),throughout the cycle.Whichone of the following statementsis TRUE?a)v = 600 vph, and for this cycle, the average stopped delay per vehicle = 30 secondsb)s = 1800 vph, and for this cycle, the average stopped delay per vehicle = 28.125 secondsc)v = 600 vph,and forthiscycle, the average stopped delay per vehicle = 45 secondsd)s = 1200 vph, and for this cycle, the average stopped delay per vehicle = 28.125 secondCorrect answer is option 'B'. Can you explain this answer?.

Solutions for The queue length (in number of vehicles) versus time (in seconds) plot for an approach to a signalized intersection with the cycle length of 96 seconds is shown in the figure scale).At time t = 0, the light has just turned red. The effective green time is 36 seconds, during which vehicles discharge at the saturation flow rate, vph). Vehicles arrive at a uniform rate,v (in vph),throughout the cycle.Whichone of the following statementsis TRUE?a)v = 600 vph, and for this cycle, the average stopped delay per vehicle = 30 secondsb)s = 1800 vph, and for this cycle, the average stopped delay per vehicle = 28.125 secondsc)v = 600 vph,and forthiscycle, the average stopped delay per vehicle = 45 secondsd)s = 1200 vph, and for this cycle, the average stopped delay per vehicle = 28.125 secondCorrect answer is option 'B'. Can you explain this answer? in English & in Hindi are available as part of our courses for Civil Engineering (CE). Download more important topics, notes, lectures and mock test series for Civil Engineering (CE) Exam by signing up for free.

Here you can find the meaning of The queue length (in number of vehicles) versus time (in seconds) plot for an approach to a signalized intersection with the cycle length of 96 seconds is shown in the figure scale).At time t = 0, the light has just turned red. The effective green time is 36 seconds, during which vehicles discharge at the saturation flow rate, vph). Vehicles arrive at a uniform rate,v (in vph),throughout the cycle.Whichone of the following statementsis TRUE?a)v = 600 vph, and for this cycle, the average stopped delay per vehicle = 30 secondsb)s = 1800 vph, and for this cycle, the average stopped delay per vehicle = 28.125 secondsc)v = 600 vph,and forthiscycle, the average stopped delay per vehicle = 45 secondsd)s = 1200 vph, and for this cycle, the average stopped delay per vehicle = 28.125 secondCorrect answer is option 'B'. Can you explain this answer? defined & explained in the simplest way possible. Besides giving the explanation of The queue length (in number of vehicles) versus time (in seconds) plot for an approach to a signalized intersection with the cycle length of 96 seconds is shown in the figure scale).At time t = 0, the light has just turned red. The effective green time is 36 seconds, during which vehicles discharge at the saturation flow rate, vph). Vehicles arrive at a uniform rate,v (in vph),throughout the cycle.Whichone of the following statementsis TRUE?a)v = 600 vph, and for this cycle, the average stopped delay per vehicle = 30 secondsb)s = 1800 vph, and for this cycle, the average stopped delay per vehicle = 28.125 secondsc)v = 600 vph,and forthiscycle, the average stopped delay per vehicle = 45 secondsd)s = 1200 vph, and for this cycle, the average stopped delay per vehicle = 28.125 secondCorrect answer is option 'B'. Can you explain this answer?, a detailed solution for The queue length (in number of vehicles) versus time (in seconds) plot for an approach to a signalized intersection with the cycle length of 96 seconds is shown in the figure scale).At time t = 0, the light has just turned red. The effective green time is 36 seconds, during which vehicles discharge at the saturation flow rate, vph). Vehicles arrive at a uniform rate,v (in vph),throughout the cycle.Whichone of the following statementsis TRUE?a)v = 600 vph, and for this cycle, the average stopped delay per vehicle = 30 secondsb)s = 1800 vph, and for this cycle, the average stopped delay per vehicle = 28.125 secondsc)v = 600 vph,and forthiscycle, the average stopped delay per vehicle = 45 secondsd)s = 1200 vph, and for this cycle, the average stopped delay per vehicle = 28.125 secondCorrect answer is option 'B'. Can you explain this answer? has been provided alongside types of The queue length (in number of vehicles) versus time (in seconds) plot for an approach to a signalized intersection with the cycle length of 96 seconds is shown in the figure scale).At time t = 0, the light has just turned red. The effective green time is 36 seconds, during which vehicles discharge at the saturation flow rate, vph). Vehicles arrive at a uniform rate,v (in vph),throughout the cycle.Whichone of the following statementsis TRUE?a)v = 600 vph, and for this cycle, the average stopped delay per vehicle = 30 secondsb)s = 1800 vph, and for this cycle, the average stopped delay per vehicle = 28.125 secondsc)v = 600 vph,and forthiscycle, the average stopped delay per vehicle = 45 secondsd)s = 1200 vph, and for this cycle, the average stopped delay per vehicle = 28.125 secondCorrect answer is option 'B'. Can you explain this answer? theory, EduRev gives you an ample number of questions to practice The queue length (in number of vehicles) versus time (in seconds) plot for an approach to a signalized intersection with the cycle length of 96 seconds is shown in the figure scale).At time t = 0, the light has just turned red. The effective green time is 36 seconds, during which vehicles discharge at the saturation flow rate, vph). Vehicles arrive at a uniform rate,v (in vph),throughout the cycle.Whichone of the following statementsis TRUE?a)v = 600 vph, and for this cycle, the average stopped delay per vehicle = 30 secondsb)s = 1800 vph, and for this cycle, the average stopped delay per vehicle = 28.125 secondsc)v = 600 vph,and forthiscycle, the average stopped delay per vehicle = 45 secondsd)s = 1200 vph, and for this cycle, the average stopped delay per vehicle = 28.125 secondCorrect answer is option 'B'. Can you explain this answer? tests, examples and also practice Civil Engineering (CE) tests.