16-Civ-B7 Transportation Planning and Engineering · May 2018
Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)
Paper format. National Examination, May 2018 — 16-Civ-B7, Transportation Planning and Engineering. Three hours, closed book (one two-sided aid sheet permitted; Casio or Sharp approved calculator). Seven questions of 20 marks each; any five constitute a complete examination, and only the first five as they appear in the answer book are marked. The per-sub-question mark split is printed on page 7 and is reproduced beside each part below. All seven questions are solved here, because the complete set is the more useful study resource.
Reference texts for this subject.
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 study area with a base year and a target year, an inverse-square deterrence function and a fixed distance matrix.
| Quantity | Zone 1 | Zone 2 |
|---|---|---|
| Base-year productions Pi | 450 | 550 |
| Base-year attractions Aj | 700 | 300 |
| Target-year productions Pi | 600 | 800 |
| Target-year attractions Aj | 950 | 450 |
| Intra-zonal distance dii | 5 km | 5 km |
| Inter-zonal distance d12 = d21 | 10 km | |
Find. The four-cell trip matrix in the base year and in the target year, split into intra-zonal and inter-zonal totals, and the non-distance factors that affect trip distribution.
Approach. Apply the singly constrained (production-constrained) gravity model cell by cell, computing a separate denominator for each production zone so that every row sums exactly to its production.
| Cell | Base year (a) | Target year (b) | Growth |
|---|---|---|---|
| T11 (within zone 1) | 406.45 | 536.47 | +32.0 per cent |
| T12 (zone 1 to zone 2) | 43.55 | 63.53 | +45.9 per cent |
| T21 (zone 2 to zone 1) | 202.63 | 276.36 | +36.4 per cent |
| T22 (within zone 2) | 347.37 | 523.64 | +50.7 per cent |
| Intra-zonal total | 753.82 | 1,060.11 | +40.6 per cent |
| Inter-zonal total | 246.18 | 339.89 | +38.1 per cent |
Check: the model as specified is singly constrained, so every row reproduces its production exactly but the columns do not reproduce the attractions. The base-year run sends 609.08 trips to zone 1 against a stated 700, and 390.92 to zone 2 against a stated 300; the target year gives 812.83 and 587.17 against 950 and 450. Matching both margins requires iterative proportional fitting (Furness balancing) with attraction factors \(A_j^{\text{target}}/A_j^{\text{model}}\) applied and the productions re-normalised until both converge. The examiner supplies one friction formula and no balancing factors, so the single pass is the intended answer — but stating the discrepancy and naming the remedy is what distinguishes a complete answer.
Distance is only a proxy for the real deterrent, which is generalised cost. The factors a Canadian regional model would add fall into four groups.
Better measures of the impedance itself: travel time rather than distance, and congested rather than free-flow time, since a 10 km freeway trip and a 10 km arterial trip are not equally attractive; out-of-pocket cost including fuel, tolls, transit fare and above all parking charges; the composite generalised cost that combines time and money at a value of time; and, for transit trips, the number of transfers and the waiting and walking time, which travellers weight two to three times more heavily than in-vehicle time. Reliability — the variance of travel time, not just its mean — is increasingly included.
Attributes of the zones and their activities: the type and quality of the attraction, not merely its size, so that a regional shopping centre draws from a far wider catchment than an equal floor area of neighbourhood retail; the match between the socio-economic character of the origin and the job types at the destination, which is why practice segments the distribution by trip purpose and by income or car-ownership group; land-use mix and the presence of competing intervening opportunities, which is the mechanism the intervening-opportunities model makes explicit.
Attributes of the traveller and the trip: trip purpose above all — work trips are far less distance-sensitive than shopping trips, so each purpose needs its own deterrence parameter; household income and vehicle availability; and the time of day, since peak-period distribution is compressed relative to off-peak.
Network and geographic structure: physical and psychological barriers such as rivers, inlets, rail corridors and municipal or provincial boundaries; network connectivity and route circuity, which make the airline distance a poor impedance measure; and zone size and shape, which determine the intra-zonal distance and therefore control the diagonal of the matrix — the single largest cell in this problem. Modelling artefacts matter too: the choice of deterrence function (inverse power, exponential or gamma) and its calibrated parameter strongly influence how concentrated the resulting matrix is.
The sensitivity of the answer to the deterrence function alone is easy to demonstrate on this problem. Setting \(F_{ij} = 1\) for every cell removes distance from the model entirely and reduces it to a pure attraction share; the intra-zonal total then falls from 753.82 to 480 trips, or from 75.4 per cent of all travel to 48.0 per cent. The deterrence function is therefore responsible for essentially the entire concentration of travel inside the zones, which is why calibrating it against observed trip-length distributions is the central task in fitting a gravity model.
| Quantity | Base year (a) | Target year (b) |
|---|---|---|
| T11 | 406.45 | 536.47 |
| T12 | 43.55 | 63.53 |
| T21 | 202.63 | 276.36 |
| T22 | 347.37 | 523.64 |
| Intra-zonal trips | 753.82 (75.4 per cent) | 1,060.11 (75.7 per cent) |
| Inter-zonal trips | 246.18 | 339.89 |
| Modelled attractions (vs stated) | 609.08 / 390.92 (vs 700 / 300) | 812.83 / 587.17 (vs 950 / 450) |