A model known as stopping sight distance is used by where civil engineers to design roadways. This simple model estimates the distance a driver needs in order S = stopping sight distance (ft) V = initial speed (ft/s) to stop his car while traveling at a certain speed after detecting a hazard. The model proposed by the g = acceleration due to gravity, 32.2 ft/s² American Association of State Highway Officials (AASHO) is given by f= coefficient of friction between tires and roadway G = grade of road V2 T = driver reaction time (s) S = 2g(f± G) + TV %3D

Introduction to Chemical Engineering Thermodynamics
8th Edition
ISBN:9781259696527
Author:J.M. Smith Termodinamica en ingenieria quimica, Hendrick C Van Ness, Michael Abbott, Mark Swihart
Publisher:J.M. Smith Termodinamica en ingenieria quimica, Hendrick C Van Ness, Michael Abbott, Mark Swihart
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A model known as stopping sight distance is used by where
civil engineers to design roadways. This simple
model estimates the distance a driver needs in order
S = stopping sight distance (ft)
V = initial speed (ft/s)
g = acceleration due to gravity, 32.2 ft/s?
to stop his car while traveling at a certain speed after
detecting a hazard. The model proposed by the
American Association of State Highway Officials
(AASHO) is given by
f= coefficient of friction between tires and
roadway
G = grade of road
V2
+ TV
T = driver reaction time (s)
S =
2g(f ± G)
What are the appropriate units for fand G if the
ceding equation is to be homogeneous in units? Show
all
pre-
steps of your work.
Transcribed Image Text:A model known as stopping sight distance is used by where civil engineers to design roadways. This simple model estimates the distance a driver needs in order S = stopping sight distance (ft) V = initial speed (ft/s) g = acceleration due to gravity, 32.2 ft/s? to stop his car while traveling at a certain speed after detecting a hazard. The model proposed by the American Association of State Highway Officials (AASHO) is given by f= coefficient of friction between tires and roadway G = grade of road V2 + TV T = driver reaction time (s) S = 2g(f ± G) What are the appropriate units for fand G if the ceding equation is to be homogeneous in units? Show all pre- steps of your work.
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