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french institute of science and technology for transport ... - Ifsttar

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Research orientation S_Improving road safety <strong>and</strong> modernizing <strong>transport</strong> infrastructure<br />

On the road<br />

From video surveillance to meteorological<br />

observation<br />

In order to locate <strong>and</strong> <strong>for</strong>ecast weather that may disrupt<br />

traffic, <strong>for</strong> example fog, the French meteorological <strong>of</strong>fice<br />

(Météo-France) relies on observations. Risk maps are<br />

then drawn up by combining satellite observations with<br />

observations made on the ground.<br />

The latter are made using a network <strong>of</strong> about a hundred<br />

weather stations spread all over mainl<strong>and</strong> France. Un<strong>for</strong>tunately,<br />

the resolution <strong>of</strong> this system is not sufficient to give reliable<br />

data <strong>for</strong> a very localized phenomenon like fog. For this reason<br />

critical areas such as airports are specifically instrumented in<br />

order to measure meteorological visibility distances.<br />

In contrast with airports, the linear nature <strong>of</strong> the road network<br />

makes this kind <strong>of</strong> instrumentation economically problematic<br />

not to say impossible. However, there is enormous potential<br />

<strong>for</strong> meteorological observations <strong>of</strong> fog on roads as many<br />

<strong>of</strong> them are equipped with video cameras <strong>for</strong> surveillance<br />

purposes.<br />

Raouf Babari’s thesis, which was jointly funded by Météo-<br />

France <strong>and</strong> IFSTTAR <strong>and</strong> directed by IGN, set out to evaluate<br />

this potential.<br />

The outcome is a novel method <strong>for</strong> estimating the meteorological<br />

visibility distance by processing images from convential<br />

roadside cameras, which are inexpensive, robust to lighting<br />

Fog observations using a video camera: (a) an image <strong>of</strong> fog from the Météo-France<br />

instrumented site at Trappes; (b) X-axis: meteorological visibility distance measured<br />

by Météo-France. Y-axis: an estimator based on the average normalized gradients<br />

in the Lambertian zones <strong>of</strong> the image. The model that has been fitted to the data (blue)<br />

has been plotted in red.<br />

conditions <strong>and</strong> effective over a wide visibility range from road<br />

fog to atmospheric pollution.<br />

@ CONTACT<br />

nicolas.hautiere@ifsttar.fr<br />

a<br />

Estimated Contrast (m)<br />

1700<br />

1600<br />

1500<br />

1400<br />

1300<br />

1200<br />

1100<br />

1000<br />

900<br />

800<br />

700<br />

0 5000<br />

10000 15000<br />

b<br />

Meteorologie visibility distance (m)<br />

61<br />

Airport pavement design<br />

With some help from Alizé<br />

The development <strong>of</strong> a new design method <strong>for</strong> airport<br />

pavements, in collaboration with STAC.<br />

Traditionally, the French airport pavement design<br />

methodology is empirical, based on the American CBR (Cali<strong>for</strong>nia<br />

Bearing Ration) method <strong>for</strong> flexible pavements. It uses<br />

the CBR rating to characterize soils <strong>and</strong> applies coefficients<br />

<strong>of</strong> equivalence between different materials. It does not take<br />

account <strong>of</strong> the real configurations <strong>of</strong> aircraft l<strong>and</strong>ing gear or<br />

the actual mechanical behaviour <strong>of</strong> the materials.<br />

The collaborative project between IFSTTAR <strong>and</strong> STAC<br />

(French Civil Aviation Technical Centre) is intended to overcome<br />

these shortcoming <strong>and</strong> develop a new design method<br />

<strong>for</strong> airport pavements. The method is founded on an “aeronautical”<br />

version <strong>of</strong> the IFSTTAR Alizé pavement design s<strong>of</strong>tware<br />

package. As is the case with roads, the design process<br />

involves computing the stresses within the pavement using<br />

a linear elastic model. The main difference relates to the description<br />

<strong>of</strong> the traffic, as in the case <strong>of</strong> the airport pavement,<br />

the damage produced by each type <strong>of</strong> aircraft passing over<br />

the pavement is computed separately. Miner’s law is then<br />

applied to give the cumulative damage. The FICAV database<br />

held by STAC is used to obtain the characteristics <strong>of</strong> different<br />

airplanes. Their speed <strong>of</strong> passage <strong>and</strong> variations in their<br />

transverse position are also taken into account.<br />

A design manual <strong>for</strong> airport pavements which describes the<br />

entire method was drafted in 2011, <strong>for</strong> asphalt pavements.<br />

It is currently being validated by a group <strong>of</strong> experts from the<br />

pr<strong>of</strong>ession (contractors, project owners) <strong>and</strong> is due to be<br />

published at the end <strong>of</strong> 2012. A second version, <strong>for</strong> pavements<br />

with hydraulically bound foundations, is planned <strong>for</strong><br />

a later date.<br />

@ CONTACT<br />

pierre.hornych@ifsttar.fr<br />

ANNUAL REPORT 2011 ifsttar.fr

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