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Simulation and Analysis of Entrance to Dahlgren Naval Base Jennifer Burke MSIM 752 Final Project December 7, 2007.

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Presentation on theme: "Simulation and Analysis of Entrance to Dahlgren Naval Base Jennifer Burke MSIM 752 Final Project December 7, 2007."— Presentation transcript:

1 Simulation and Analysis of Entrance to Dahlgren Naval Base Jennifer Burke MSIM 752 Final Project December 7, 2007

2 Background Model the workforce entering the base Force Protection Status Security Needs Possibility of Re-Opening Alternate Gate 6am – 9am ~5000 employees 80% Virginia 20% Maryland Arena 10.0

3 Map of Gates Gate A Gate B Gate C

4 Probability Distributions Employee arrival process Rates vary over time How many people in each vehicle? Which side of base do they work on? Which gate will they enter?

5 Vehicle Interarrival Rates

6 Cumulative Vehicle Arrivals

7 Modeling Employee Arrival Rates First choice Exponential distribution with user-defined mean Change it every 30 minutes Wrong! Good if rate change between periods is small Bad if rate change between periods is large

8 Modeling Employee Arrival Rates Nonstationary Poisson Process (NSPP) Events occur one at a time Independent occurrences Expected rate over [t 1, t 2 ] Piecewise-constant rate function

9 NSPP using Thinning Method Exponential distribution Generation Rate Lambda >= Maximum Rate Lambda Accepts/Rejects entities 30 min period when entity created Expected arrival rate for that period Probability of Accepting Generated Entity Expected Arrival Rate Generation Rate

10 Carpooling Discrete function Virginia 60% - 1 person 25% - 2 people 10% - 4 people 5% - 6 people Maryland 75% - 1 person 15% - 2 people 5% - 4 people 5% - 6 people ~3000 vehicles

11 Side of Base Gate A Gate B Gate C Near Side = 70% Far Side = 30%

12 Gate Choice Gate A Gate B Gate C Near Side = 70% Far Side = 30%

13 Gate Delay Gate Delay = MIN(GAMMA(PeopleInVehicle * BadgeTime/Alpha,Alpha),MaxDelay) _______________________________________ GAMMA (Beta, Alpha) α = 2 μ = αβ = α(PeopleInVehicle * BadgeTime) β = (PeopleInVehicle * BadgeTime) α MaxDelay = 360 seconds or 6 minutes

14 Baseline Model

15 Added Gate

16 Batching Results Temporal-based batching 5 minutes per batch 2 significant time periods (due to queues emptying during 0630-0700 time frame) 0600-0700 Removed initial 10 minutes (before queue becomes significant) 0700-0900 Removed initial 5 minutes (before queue becomes significant)

17 Added Security – Gates A & B Added Security – Gates A, B, & C Added Gate – Gates A, B, & C Baseline – Gates A & B

18 Results Baseline model Avg # vehicles entering base = 3065 0600-0900 Maximums Max vehicles in queue Gate A = 5 Gate B (right lane) = 3 Gate B (left lane) = 5 Max wait time (seconds) Gate A = 5.481 Gate B (right lane) = 5.349 Gate B (left lane) = 4.726

19 Results (cont.) Added security model Avg # of vehicles entering base = 3034 0600-0900 Maximums Max vehicles in queue Gate A = 86 Gate B (right lane) = 27 Gate B (left lane) = 50 Max wait time (seconds) Gate A = 243.33 Gate B (right lane) = 242.66 Gate B (left lane) = 242.19

20 Results (cont.) Added gate model Avg # vehicles entering base = 3065 0600-0900 Maximums Max vehicles in queue Gate A = 5 Gate B (right lane) = 3 Gate B (left lane) = 4 Gate C = 3 Max wait time (seconds) Gate A = 5.481 Gate B (right lane) = 5.349 Gate B (left lane) = 4.726 Gate C = 4.605

21 Results (cont.) Added gate, added security model Avg # of vehicles entering base = 3034 0600-0900 Maximums Max vehicles in queue Gate A = 86 Gate B (right lane) = 27 Gate B (left lane) = 36 Gate C = 18 Max wait time (seconds) Gate A = 243.33 Gate B (right lane) = 242.66 Gate B (left lane) = 242.63 Gate C = 242.19

22 Running Tests 50 Replications Compared Wait times at the gates Number of cars in line at the gates Hypothesis testing 95% confidence interval Single tail test, t alpha t alpha = (1.671 + 1.684)/2 = 1.6775

23 Hypothesis of Wait Times (seconds) H 0 : μ gate A, baseline = 1 H a : μ gate A, baseline < 1 H 0 : (μ gate A, added security – μ gate A, baseline ) = 0 H a : (μ gate A, added security – μ gate A, baseline ) > 0 H 0 : (μ gate B, added security, added gate – μ gate B, added security ) = 0 H a : (μ gate B, added security, added gate – μ gate B, added security ) < 0 H 0 : (μ gate C, added security, added gate – μ gate C, added gate ) = 0 H a : (μ gate C, added security, added gate – μ gate C, added gate ) > 0

24 Example Calculation Analysis of Wait Times Gate A – Baseline model = 0.004572 seconds = 0.008355 seconds Z = 0.004572 – 1 0.008355/7.071 X – σ ^ Z = X – μ σ /  n ^ – Z = -842.4479 Reject H 0 -z α < Z to Reject H 0 Z = - 842.4479 - 842.45 < -0.16775

25 Hypothesis of Vehicles in Line H 0 : μ gate A, baseline = 1 H a : μ gate A, baseline < 1 H 0 : (μ gate A, added security – μ gate A, baseline ) = 0 H a : (μ gate A, added security – μ gate A, baseline ) > 0 H 0 : (μ gate B, added security, added gate – μ gate B, added security ) = 0 H a : (μ gate B, added security, added gate – μ gate B, added security ) < 0 H 0 : (μ gate C, added security, added gate – μ gate C, added gate ) = 0 H a : (μ gate C, added security, added gate – μ gate C, added gate ) > 0

26 Example Calculation Analysis of Vehicles in Line Added security model – Gate A compared to baseline mode – Gate A = μ 1 – μ 2 = 12.185 vehicles = 23.27 vehicles T = 12.185 – 0 23.27/7.071 d – σdσd T = d – D 0 σ d /  n – T = 3.7025 Reject H 0 t α < T to Reject H 0 T = 3.7025 3.7025 > 1.6775

27 Gate A: Baseline Testing Hypothesis Test Time Interval Test Statistic Results H 0 : μ wait = 1sec H a : μ wait < 1sec 0600-0700-45186Reject Null Hypothesis H 0 : μ wait = 1sec H a : μ wait < 1sec 0700-0900-842Reject Null Hypothesis H 0 : μ cars = 1car H a : μ cars < 1car 0600-0700None (0 variance) N/A H 0 : μ cars = 1car H a : μ cars < 1car 0700-0900-875Reject Null Hypothesis

28 Gate A w/Security Compared to Gate A Baseline Hypothesis TestTime Interval Test Statistic Results H 0 : μ wait, w/ security - μ wait, baseline = 0 H a : μ wait, w/ security - μ wait, baseline > 0 0600-07006.414Reject Null Hypothesis H 0 : μ wait, w/ security - μ wait, baseline = 0 H a : μ wait, w/ security - μ wait, baseline > 0 0700-09003.614Reject Null Hypothesis H 0 : μ cars, w/ security - μ cars, baseline = 0 H a : μ cars, w/ security - μ cars, baseline > 0 0600-07004.103Reject Null Hypothesis H 0 : μ cars, w/ security - μ cars, baseline = 0 H a : μ cars, w/ security - μ cars, baseline > 0 0700-09003.703Reject Null Hypothesis

29 Gate B w/Security & Added Gate Compared to Gate B w/Security Hypothesis TestTime Interval Test Statistic Results H 0 : μ wait, w/ security & gate – μ wait, w/ security = 0 H a : μ wait, w/ security & gate – μ wait, w/ security < 0 0600-0700-4.644Reject Null Hypothesis H 0 : μ wait, w/ security & gate – μ wait, w/ security = 0 H a : μ wait, w/ security & gate – μ wait, w/ security < 0 0700-0900-3.567Reject Null Hypothesis H 0 : μ cars, w/ security & gate – μ cars, w/ security = 0 H a : μ cars, w/ security & gate – μ cars, w/ security < 0 0600-0700-2.236Reject Null Hypothesis H 0 : μ cars, w/ security & gate – μ cars, w/ security = 0 H a : μ cars, w/ security & gate – μ cars, w/ security < 0 0700-0900-3.62Reject Null Hypothesis

30 Gate C w/Security Compared to Gate C w/o Security Hypothesis TestTime Interval Test Statistic Results H 0 : μ wait, w/ security – μ wait, w/o security = 0 H a : μ wait, w/ security – μ wait, w/o security > 0 0600-07002.666Reject Null Hypothesis H 0 : μ wait, w/ security – μ wait, w/o security = 0 H a : μ wait, w/ security – μ wait, w/o security > 0 0700-09003.602Reject Null Hypothesis H 0 : μ cars, w/ security – μ cars, w/o security = 0 H a : μ cars, w/ security – μ cars, w/o security > 0 0600-07002.236Reject Null Hypothesis H 0 : μ cars, w/ security – μ cars, w/o security = 0 H a : μ cars, w/ security – μ cars, w/o security > 0 0700-09003.622Reject Null Hypothesis

31 Lessons Learned Like to get exact census data Hypothesis testing for a defined increase in wait time or vehicles in line H 0 : μ wait, w/ security – μ wait, w/o security = N Thinning method is very helpful Possible improvements would include traffic patterns to control gate entry Gate C Unavailable to South-bound traffic Comparison of Dahlgren Base entry to other government installations


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