This preview has intentionally blurred sections. Sign up to view the full version.View Full Document
Unformatted text preview: CEE 3604: Introduction to Transportation Engineering Fall 2011 Assignment 6: Mass Transit and Airport Capacity Date Due: October 26, 2009 Instructor: Trani Problem 1 A truck runs out of brakes while traveling at 70 mph on an interstate highway in North Carolina (I-77). An emergency ramp offers the best hope for the driver. The emergency ramp geometry is shown in the figure below. The first 200 feet of the emergency ramp is granule gravel which offers a rolling friction coefficient of 0.32. The inclined section of the ramp is a mixture of sand and gravel with an equivalent rolling friction coefficient of 0.42. The equation of motion for this truck as it enters the first section with gravel can be approximated to be: ma = − F f − mg sin( θ ) = − mg cos( θ ) f roll − mg sin( θ ) Assume section one of the ramp has zero slope. The second section has a 7:1 slope. a) Using hand calculations, Matlab or Excel (your choice), find the length of the ramp needed to stop the truck. b) Plot the velocity profile of the truck over distance. _____________________________________________ Problem 2 The Denver International Airport automated people mover uses Bombardier CX-100 vehicles (read article - Planning and Designing the Denver International Airport APM — Some Observations on the Process available at http://ascelibrary.org/Designing the Denver International Airport APM — Some Observations on the Process available at http://ascelibrary....
View Full Document
- Fall '08
- pH, World's busiest airports by passenger traffic, Airline hub, Runway, Trani