CS177 Assignment 3 Spring 2003
Consultant's Report on the Feasibility of adding a Moving Sidewalk Between
Lot 30 to West Campus Drive.
Due: 11:59pm Friday June 6
I. Summary
Based on your preliminary work in Assignment
2, the campus has decided that the highest priority location for installing
a moving sidewalk is to connect the following two locations:
- the ``grand pedestrian staircase'' at the entrance
to parking lot 30, right next to the existing sidewalk that runs under the
215 freeway along the west side of Canyon Crest Drive, and
- the intersection of West Campus Drive and Canyon
Crest Drive, beyond which the flow of pedestrian traffic spreads out in multiple
directions (i.e., east towards Olmsted Hall, north towards Sproul Hall, or
west towards the Barn).
Because of cost and space limitations, the campus can only afford to install
one unidirection moving sidewalk in this location. However,
it could change directions at different times of day
to better fit the current traffic patterns (i.e., north towards campus in
the early morning, and south towards parking lot 30 late in the afternoon).
Should campus go ahead with this moving sidewalk project? Justify your answer.
NOTE: A sample CSIM solution
to assignment 2 (after all the generalized topology and routing code has
been stripped out) is available here. You can use it
to run your experiments for assignment 3 if you wish. You still need to create
your own input files for this assignment, because setting up the problem
and analysing the results represents the main part of this assignment! However,
if you just want to play with the program, I have also provided some stripped
down versions of the topology and rate files that I gave you for assignment 2, which describe
the single path between Sproul and the Clock Tower.
II. Model Inputs
A significant part of this assignment is to create your own input data for
the model and to explain the validity of that data. This will require you
to spend some time observing the pedestrian traffic flow in this location
at different times of day. However, to limit the amount of time you need to
spend on gathering data, you can pool your observations with other students
in the class by posting them to the class mailing list.
To run your experiments, you will need to find the following model inputs:
- Pedestrian interarrival time distribution. Recall that in Assignment
2 we just defined it to be exponential. This time you need to determine whether
this assumption makes sense. Since it would be very tedious
to gather enough information about interarrival times to answer this question,
I have provided a sample input file here. We will
assume that this file represents the output produced by a piece of test equipment
we borrowed from the Mechanical Engineering department that records a time
stamp (in units of seconds since the start of the test) each time a pedestrian
interrupts a laser beam that runs across the sidewalk.
- The mean arrival rate for pedestrians walking towards campus and away
from campus at different times of day. You will need to measure this data,
and share it with your classmates. Clearly, we expect the rate towards campus
will have a peak just before the start of each class period (i.e., once per
hour on M/W/F or once every 1.5 hours on Tu/Th) while the rate away from campus
will have a peak just after the start of each class period. Since the moving
sidewalk system must be able to handle the busiest traffic periods, you need
to estimate these arrival rates at different times of day so you can
create several test cases, with different ratios between the pedestrian arrival
rates going towards campus and away from campus. Note that you do not need
to execute a separate simulation experiment for each set of measurement data.
Instead, you need to use the data to design a few good test cases.
- How many of the pedestrians wishing to cross the street at West Campus
Drive at different times of day are delayed by vehicle traffic, and by how
much. Similarly, how many vehicles travelling through this intersection are
delayed by pedestrians crossing the street, and by how much.
- The width of the existing path and moving sidewalk. (Don't forget that
the outside of a moving sidwalk, which takes away space from the existing
path, is significantly wider than the inside, which can be used by people
to walk and/or stand!) You may want to visit a nearby shopping mall to get
some information about the dimensions of their escalators.
- How quickly people walk, and under what circumstances (if any) do they
pass slower people. Are there a significant number of people using the path
that don't fit the standard pedestrian profile? (For example, people riding
bicycles, scooters or skateboards. What about people in wheelchairs or on
crutches?)
To make it easier to gather the necessary data, you must each contributeat
least 6 sets of measurement data to the pool, each covering a
5 minute observation period at one end of the existing path, covering items
(2) and (4) in the list of model inputs.
III. Recommendations
In your Consultant's Report, you need to present your overall
recommendation (i.e., yes or no), along with your estimate for the average
reduction in travel times between these two points at different times of day
if the project were built. Be sure to provide enough information about how
you obtained these results (i.e., confidence intervals for your output statistics,
tests of goodness of fit for your input parameters, the schedule for which
direction the sidwalk is moving, etc) to convince the Chancellor that you
know what you are doing.
In addition to the basic yes/no recommendation, you should also consider the
option of extending the campus end of the moving sidewalk an extra 50 feet
beyond the intersection to reduce the conflict between pedestrians and vehicles
at the corner of West Campus Drive and Canyon Crest Drive. Since this will
require the construction of bridge to carry the moving sidewalk above the
road, this option would double the cost of the project. Does this option
make the project more valuable, or less valuable?