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1 Spatial Modelling of the Terrestrial Environment - Georeferencial

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<strong>Modelling</strong> <strong>the</strong> Impact <strong>of</strong> Traffic Emissions on <strong>the</strong> Urban <strong>Environment</strong> 233<br />

by <strong>the</strong> UK Transport and Road Research Laboratory and has been widely used since <strong>the</strong><br />

early 1980s for assessment <strong>of</strong> vehicle emissions in relation to air quality standards. It has<br />

<strong>the</strong> major advantages <strong>of</strong> being straightforward to implement, computationally efficient and<br />

being robust in a wide range <strong>of</strong> situations. Fur<strong>the</strong>rmore, <strong>the</strong> underlying assumptions that<br />

limit <strong>the</strong> performance <strong>of</strong> <strong>the</strong> model have been clearly evaluated by Hickman et al. (2000).<br />

The DMRB methodology enables evaluation <strong>of</strong> <strong>the</strong> emissions impact for specific road<br />

alteration/upgrade schemes and makes provision for calculation <strong>of</strong> concentration estimates<br />

at selected receptor locations in <strong>the</strong> vicinity <strong>of</strong> <strong>the</strong> scheme which might be important in<br />

terms <strong>of</strong> <strong>the</strong>ir environmental sensitivity or population impact. It also provides a basis for<br />

estimating <strong>the</strong> net contribution <strong>of</strong> a transport infrastructure scheme to regional and global<br />

totals. It involves:<br />

Separation <strong>of</strong> peak hour traffic flows into light duty and heavy-duty components for <strong>the</strong><br />

relevant link(s) in <strong>the</strong> transport network.<br />

Calculating a ‘relative emission rate’ for each type <strong>of</strong> traffic which takes into account<br />

<strong>the</strong> national composition <strong>of</strong> <strong>the</strong> vehicle fleet and reflects changes in engine and fuel<br />

technology which are tending to reduce emissions levels through time. The basis for this<br />

calculation is a graphical relationship between relative emission rate and year, which is<br />

in turn based on a broad analysis <strong>of</strong> average fleet composition, vehicle type and age.<br />

Calculating a speed correction factor to account for <strong>the</strong> variation <strong>of</strong> emissions relative<br />

to <strong>the</strong> average speed on <strong>the</strong> link. This is based on an empirical understanding <strong>of</strong> average<br />

vehicle performance at different speeds.<br />

Calculating an emissions concentration for <strong>the</strong> receptor point based on <strong>the</strong> relative emissions<br />

rate, <strong>the</strong> speed correction factor for each vehicle type and <strong>the</strong> distance <strong>of</strong> <strong>the</strong> receptor<br />

location from <strong>the</strong> source. This calculation uses a distance decay relationship specific to<br />

each pollutant derived from a Gaussian dispersion model. It assumes a constant wind<br />

speed <strong>of</strong> 2 m/s with wind directions being evenly distributed around <strong>the</strong> points <strong>of</strong> <strong>the</strong><br />

compass.<br />

Conversion <strong>of</strong> <strong>the</strong> peak period emissions values to annual totals based on an empirical<br />

relationship.<br />

The basic model described above is designed to be used for a small number <strong>of</strong> links and<br />

receptors. If necessary, it enables emissions estimates to be made using ‘pencil and paper’<br />

methods in conjunction with readings taken from graphs <strong>of</strong> <strong>the</strong> underlying relationships<br />

employed.<br />

In this study wide area estimates <strong>of</strong> emissions concentrations for a regional transport<br />

network were required. The procedure was thus modified to treat every cell in a 25-m<br />

resolution grid positioned over <strong>the</strong> Cambridgeshire study area as a receptor point. Taking<br />

CO as an example, regression relationships were established for <strong>the</strong> light (equation (3))<br />

and heavy duty (equation (4)) speed correction factors:<br />

LC 1 = 14.6 − 0.4718S + 5.29E − 03S 2 − 1.9E − 05S 3 + ε<br />

R 2 = 0.98 (3)<br />

HC 1 = 4.3 − 0.102S + 7.47E − 04S 2 − 6.33E − 07S 3 + ε<br />

R 2 = 0.99 (4)

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