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Traffic flow is traditionally modeled as a Poisson distribution. A traffic engineer monitors the traffic flowing through an intersection with an average of six cars per minute. To set the timing of a traffic signal, the following probabilities are used. (a) What is the probability of no cars through the intersection within 30 seconds? (b) What is the probability of three or more cars through the intersection within 30 seconds? (c) Calculate the minimum number of cars through the intersection so that the probability of this number or fewer cars in 30 seconds is at least \(90 \%\) (d) If the variance of the number of cars through the intersection per minute is 20 , is the Poisson distribution appropriate? Explain.

Short Answer

Expert verified
(a) 0.0498 (b) 0.5768 (c) 5 (d) Poisson distribution is not appropriate; variance differs.

Step by step solution

01

Understanding the Poisson Distribution

The Poisson distribution is given by the formula \[ P(X = k) = \frac{{\lambda^k \cdot e^{-\lambda}}}{k!} \]where \( \lambda \) is the average rate of occurrence, \( k \) is the number of occurrences, and \( e \) is the base of the logarithm. In our problem, \( \lambda = 3 \) for a 30-second interval (since the average is 6 cars per minute, for 30 seconds it is half of that).
02

Calculating Probability for No Cars in 30 Seconds

We calculate the probability of no cars (\( k = 0 \)) using the formula for the Poisson distribution:\[ P(X = 0) = \frac{3^0 \cdot e^{-3}}{0!} = e^{-3} \approx 0.0498 \]
03

Calculating Probability for Three or More Cars

First, find probabilities for fewer than 3 cars, then subtract from 1.\[ P(X \geq 3) = 1 - (P(X = 0) + P(X = 1) + P(X = 2)) \]Where:\[ P(X = 1) = \frac{3^1 \cdot e^{-3}}{1!} = 3 \cdot e^{-3} \approx 0.1494 \]\[ P(X = 2) = \frac{3^2 \cdot e^{-3}}{2!} = \frac{9 \cdot e^{-3}}{2} \approx 0.2240 \]Then, add the results:\[ P(X \geq 3) = 1 - (0.0498 + 0.1494 + 0.2240) \approx 0.5768 \]
04

Determining Minimum Cars for 90% Probability

Find minimal \( k \) such that \( P(X \leq k) \geq 0.90 \). By adding probabilities sequentially from \( k=0 \):- \( P(X \leq 2) = 0.4232 \)- \( P(X \leq 3) = 0.6472 \)- \( P(X \leq 4) = 0.8153 \)- \( P(X \leq 5) = 0.9160 \)Thus, minimum is \( k = 5 \).
05

Checking Variance Condition for Poisson Appropriateness

For a Poisson distribution, the mean and variance should be equal.- Given variance is 20, mean should also be 20 for the Poisson model.- However, expected variance we calculated for 30 seconds (\( \lambda = 3 \)) was different.Conclude that Poisson is not appropriate if the variance differs significantly from what calculations show.

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Key Concepts

These are the key concepts you need to understand to accurately answer the question.

Traffic Flow Modeling
Traffic flow modeling is an essential component of traffic engineering that helps us understand and predict how vehicles move through road networks. A common method to model traffic flow, especially when dealing with counts of cars arriving at an intersection, is the Poisson distribution. This probabilistic model is useful when the events of interest occur randomly and independently over a constant average rate within a fixed time period.
In the scenario where a traffic engineer observes six cars passing through an intersection per minute on average, the Poisson distribution helps model this flow. For a 30-second interval, the average rate (\( \lambda \)) becomes three cars. By applying the Poisson distribution, planners can determine probabilities of varying numbers of cars, which in turn aids in setting up efficient traffic light timings to reduce congestion and improve road safety.
This method helps anticipate traffic conditions and allows engineers to make informed decisions on signal timings. Traffic flow modeling using the Poisson distribution is preferred in many urban studies due to its simplicity and effectiveness in capturing the essentials of car arrivals.
Probability Calculations
Probability calculations are crucial for making informed decisions based on uncertainty. In traffic engineering, determining the likelihood of certain traffic conditions helps adjust traffic controls accordingly. For instance, to find the probability of no cars passing through an intersection in 30 seconds, the Poisson formula is used:
\[ P(X = k) = \frac{{\lambda^k \cdot e^{-\lambda}}}{k!}\]
Here, by setting \( k = 0 \) for no cars and \( \lambda = 3 \), we solve to get approximately 0.0498. This result signifies quite a low probability that no cars will appear in that half-minute.
On the other hand, calculating the probability of at least three cars involves first computing the probabilities for fewer than three cars and then subtracting from 1. Summed probabilities for less than three cars give us around 0.4232, leaving the probability of three or more at about 0.5768. These calculations enable traffic engineers to gauge the commonality of certain traffic scenarios, adjusting measures efficiently.
Variance in Poisson Distribution
In Poisson distributions, an interesting characteristic is the equality of the mean and variance of the distribution. For practical application on the example of traffic flow, if traffic is modeled on a minute-interval leading to an occurrence rate of six cars (\( \lambda = 6 \)), both mean and variance are expected to align at this value.
When calibrating models, if observed variance is notably different from this, it raises questions about the distribution's appropriateness. For the exercise, a variance of 20 was observed in one scenario. If such a variance exists while a mean of 3 is used for calculation over 30 seconds, the appropriateness of using Poisson distribution comes into scrutiny.
Consistency in variance supports the model choice, while significant differences suggest reevaluating the assumptions or considering alternative models.
Traffic Engineering Analysis
Traffic engineering analysis seeks to optimize traffic flow and enhance safety through precise calculations and thoughtful signal timing. Using probabilistic models like the Poisson distribution aids in these analyses by providing statistical underpinning to design decisions.
The analysis must consider typical traffic patterns and variances in flow. By leveraging probabilities calculated from the Poisson distribution, such as those determining the likelihood of cars arriving or the necessary signal timing adjustments, traffic engineers can make data-driven decisions. - It adds predictability to various conditions and enables better management of resources. - With thorough variance checks ensuring the right model application, it aids in forecasting congestion and addresses operational efficiency at intersections. - Additionally, by understanding the implications of variance and model appropriateness, traffic engineers can refine methodologies, ensuring flexible and adaptive signal control systems.
Ultimately, these tools translate complex, stochastic traffic behaviors into actionable strategies, enhancing urban mobility and minimizing delays.

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