Fig8-15 - 0.001 1.000 0.00 7 Las Cruces 8 Albuquerque 0.004...

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Route Safety Analysis Page 1 Select Route? Prob. of Prob. of (1=y, 0=n) From To Accident No Accident Node 0.00 1 Los Angeles 2 Las Vegas 0.003 1.000 1 Los Angeles 0.00 1 Los Angeles 3 San Diego 0.004 1.000 2 Las Vegas 0.00 1 Los Angeles 4 Phoenix 0.002 1.000 3 San Diego 0.00 2 Las Vegas 4 Phoenix 0.010 1.000 4 Phoenix 0.00 2 Las Vegas 6 Flagstaff 0.006 1.000 5 Tucson 0.00 3 San Diego 4 Phoenix 0.002 1.000 6 Flagstaff 0.00 3 San Diego 5 Tucson 0.010 1.000 7 Las Cruces 0.00 4 Phoenix 5 Tucson 0.002 1.000 8 Albuquerque 0.00 4 Phoenix 6 Flagstaff 0.006 1.000 9 Lubbock 0.00 4 Phoenix 8 Albuquerque 0.009 1.000 10 Amarillo 0.00 5 Tucson 7 Las Cruces 0.003 1.000 0.00 6 Flagstaff 7 Las Cruces 0.010 1.000 0.00 6 Flagstaff 8 Albuquerque
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Unformatted text preview: 0.001 1.000 0.00 7 Las Cruces 8 Albuquerque 0.004 1.000 0.00 7 Las Cruces 9 Lubbock 0.003 1.000 0.00 7 Las Cruces 10 Amarillo 0.005 1.000 0.00 8 Albuquerque 10 Amarillo 0.001 1.000 0.00 9 Lubbock 10 Amarillo 0.006 1.000 Prob. of Safe Trip 1.0000 SafetyTrans Company Maximize: G24 By changing: A6:A23 Subject to: K6:K15=L6:L15 A6:A23>=0 & intege Route Safety Analysis Page 2 Inflow-Supply=-1 Outflow Demand=1 0.00-1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 er...
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This note was uploaded on 05/20/2010 for the course DATA MODEL 4567 taught by Professor Dr.sawar during the Spring '10 term at Universidad San Jorge.

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Fig8-15 - 0.001 1.000 0.00 7 Las Cruces 8 Albuquerque 0.004...

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