Environmental Engineering Reference
In-Depth Information
Table 1
MTE average and maximum contents in ditches sediments
Element
Average
Maximum
Cadmium
0.43
1.5
Lead
79
550
Zinc
190
1620
Chrome
43
210
Copper
74
1800
Nickel
28
115
3 000
VCI
2 500
2 000
1 500
1 000
In ert waste
VNF to
u
t
u
s
a
ge
500
0
0
10 000 20 000 30 000 40 000 50 000 60 000 70 000 80 000
90 000
100 000
(mg/kg)
AADT (veh ./day)
Fig. 2
Variation of sediment hydrocarbons contents with daily traffic
We observed that these pollutants are likely to exceed threshold values for traffic
above 20,000 vehicles/day. Fig.
2
presents the observed results for lead and
hydrocarbons.
Road basin:
Studied parameters concerning road basins are: traffic, size of
carriageway, cleaning out frequency. No link could be established on carriageway
size parameter: this result seems pertinent as it has been established in a former
document
[3]
that pollutions gathered in runoffs depend more on traffic than on
carriageway size. Cleaning out frequency seems to point out that MTE concentration
increases with the last cleaning out date: this result seems to be coherent with a
renewing car fleer which emits less pollutants (Fig.
3
).
Likewise, safety barriers, the main zinc source, tend to emit less zinc over
the course of some years
[4]
. These results are however to interpret prudently:
the number of basins where the last cleaning out date is known is limited, and the
collected data deals with a short cleaning out duration.