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City of Greater Sudbury Transportation Study Report

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For all other trips (i.e. external trips either traveling through <strong>Greater</strong> <strong>Sudbury</strong> or having an<br />

origin or destination outside <strong>Greater</strong> <strong>Sudbury</strong>) a base year p.m. peak hour external trip table<br />

was developed using the household survey records, the external trip table from the 1992<br />

<strong>Transportation</strong> <strong>Study</strong>, traffic counts, and a procedure in TransCAD which generates trip<br />

tables based on partial survey information and traffic counts.<br />

Although there are several methods for performing trip distribution, a gravity model was<br />

deemed the most appropriate method for the <strong>Greater</strong> <strong>Sudbury</strong> model for internal trips. The<br />

determination <strong>of</strong> the number <strong>of</strong> trips between traffic zones becomes a function <strong>of</strong> the number<br />

<strong>of</strong> trip productions at the origin zone, the number <strong>of</strong> trip attractions at the destination, and<br />

some function <strong>of</strong> travel between the zones, which in the case <strong>of</strong> <strong>Greater</strong> <strong>Sudbury</strong> is travel<br />

time. The general form <strong>of</strong> the gravity model is shown in the following equations:<br />

Tij = Ai* Bj* Oi* Dj* Fij<br />

Where Tij= Trip interchanges between origin zone I and destination zone j,<br />

Oi= Total trip productions at origin zone I<br />

Dj= Total trip attractions at destination zone j,<br />

f(t(ij))= Travel deterrence function, in the case <strong>of</strong> <strong>Sudbury</strong> it is an inverse<br />

exponential function <strong>of</strong> time defined as;<br />

f(t(ij))= e -ßt(ij)<br />

Where ß= a calibration parameter,<br />

t(ij)= auto travel time from zone i to zone j<br />

A,B = balancing factors<br />

With this form <strong>of</strong> the gravity model, as travel time between zones increases, the number <strong>of</strong><br />

trips between those traffic zones decreases.<br />

Typically, home based work (HBW) trips have different trip making characteristics than home<br />

based other trips and non home based trips and for this reason it was decided to calibrate<br />

two gravity models for internal trips. This means that a ß parameter needs to be calibrated<br />

for HBW trips and another for all other trips (i.e. home based other and non-home based<br />

trips).<br />

The TransCAD s<strong>of</strong>tware has a built-in routine for calibrating gravity models and this was<br />

used to determine the parameters to be used in the gravity models. A p.m. peak hour<br />

travel time matrix, and p.m. peak hour trip observed tables for both purposes are required to<br />

perform this task. These calibrated parameters are as follows:<br />

Home Based Work - ß = 0.0370<br />

All Other trips - ß = 0.0412<br />

CITY OF GREATER SUDBURY<br />

OFFICIAL PLAN BACKGROUND REPORT<br />

September 2005 Page 47

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