16-Civ-B7 Transportation Planning and Engineering · May 2017
Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)
Paper format. National Examination, May 2017 — 16-Civ-B7 Transportation Planning & Engineering. Three hours; closed book with one two-sided aid sheet; seven questions of equal value (20 marks each), of which any five constitute a complete examination. All seven are solved here, because the set is a study resource rather than an exam script.
Reference texts. Garber & Hoel, Traffic and Highway Engineering, 5th ed. (queueing, shock waves, traffic flow theory); Papacostas & Prevedouros, Transportation Engineering and Planning, 3rd ed. (the four-step model); Ortuzar & Willumsen, Modelling Transport, 4th ed. (trip distribution, discrete choice, assignment); Ben-Akiva & Lerman, Discrete Choice Analysis (logit and the IIA property); Meyer & Miller, Urban Transportation Planning, 2nd ed. (land use interaction, travel demand management); Transportation Association of Canada, Geometric Design Guide for Canadian Roads. Canadian practice is assumed throughout: travel-demand work in Canada is done under provincial and regional model frameworks, and this paper is written in SI units.
Note on the paper. The 16-Civ-B7 paper examined here is Transportation Planning & Engineering: travel-demand forecasting, traffic flow theory, discrete choice and network assignment. No pavement, materials or geometric-design question appears.
Question text not reproduced: the examination questions are © Engineers and Geoscientists BC. Open the official past paper (linked at the top of this page) to read the question, then follow the worked solution below.
Given. A two-zone system with balanced productions and attractions and a symmetric travel-time matrix.
| Quantity | Zone 1 | Zone 2 |
|---|---|---|
| Trip productions $P_i$ | 270 | 230 |
| Trip attractions $A_j$ | 320 | 180 |
| Intra-zonal travel time $t_{ii}$ | 4 | 4 |
| Inter-zonal travel time $t_{12} = t_{21}$ | 10 | |
Find. The intra-zonal and inter-zonal trip totals under an inverse-time friction factor and again under an inverse-square-time friction factor, and an explanation of what the change does to the distribution.
Approach. Apply the singly-constrained gravity model, which allocates each zone's productions among destinations in proportion to the product of destination attractiveness and friction factor, then check the resulting attractions against their targets and comment on the sensitivity to the friction exponent.
| From \ To | Zone 1 | Zone 2 | Row total ($P_i$) |
|---|---|---|---|
| Zone 1 | 220.4 | 49.6 | 270 |
| Zone 2 | 95.6 | 134.4 | 230 |
| Column total | 316.0 (target 320) | 184.0 (target 180) | 500 |
| From \ To | Zone 1 | Zone 2 | Row total ($P_i$) |
|---|---|---|---|
| Zone 1 | 247.7 | 22.3 | 270 |
| Zone 2 | 50.9 | 179.1 | 230 |
| Column total | 298.6 (target 320) | 201.4 (target 180) | 500 |
Squaring the friction factor moves the distribution decisively toward short trips. Intra-zonal travel rises from 354.8 to 426.8 trips, that is from 71.0 to 85.4 per cent of all travel, while inter-zonal travel falls from 145.2 to 73.2 trips, a reduction of very nearly one half. Nothing about the zones changed — the productions, attractions and travel times are identical in both parts — so the entire shift is attributable to the impedance function alone.
The mechanism is straightforward. The friction factor expresses how strongly travellers resist distance or time, and only the ratio of friction factors across the destinations available to a zone influences the split. Raising the exponent from one to two squares that ratio: the intra-zonal advantage of 2.5 to 1 becomes 6.25 to 1, so each origin retains a correspondingly larger share of its own productions. A higher exponent therefore represents a population less willing to travel far, or a network on which longer trips are relatively more onerous. A lower exponent flattens the friction ratio toward unity, and in the limit as the exponent tends to zero the model degenerates into a purely attraction-proportional allocation in which travel time is irrelevant and the trip matrix depends only on the size of each destination.
Two practical consequences follow. First, the friction exponent is the single most influential parameter in the distribution step, so it must be calibrated against observed trip-length frequency distributions rather than assumed; comparing the modelled and surveyed average trip length is the usual test, and the exponent is adjusted until they agree. Second, the deteriorating attraction balance in part (b) shows that the stronger the impedance, the harder the singly-constrained model has to be worked to reproduce the attraction targets, and the more important it becomes to iterate the attraction adjustment or to move to a doubly-constrained formulation. In a Canadian regional model, where intra-zonal trips in large suburban zones are already a substantial share of all travel, an over-stated exponent will inflate them further and will systematically understate the demand on the inter-zonal network that the model was built to test.
| Quantity | (a) $F = 1/t$ | (b) $F = 1/t^2$ |
|---|---|---|
| $T_{11}$ (within zone 1) | 220.4 | 247.7 |
| $T_{12}$ (zone 1 to zone 2) | 49.6 | 22.3 |
| $T_{21}$ (zone 2 to zone 1) | 95.6 | 50.9 |
| $T_{22}$ (within zone 2) | 134.4 | 179.1 |
| Intra-zonal trips | 354.8 | 426.8 |
| Inter-zonal trips | 145.2 | 73.2 |
| Intra-zonal share of 500 trips | 71.0 per cent | 85.4 per cent |