Particle size distribution and hydrodynamic characteristics of solid matter carried by runoff from motorways

Citation
Mc. Andral et al., Particle size distribution and hydrodynamic characteristics of solid matter carried by runoff from motorways, WAT ENV RES, 71(4), 1999, pp. 398-407
Citations number
14
Categorie Soggetti
Environment/Ecology,"Environmental Engineering & Energy
Journal title
WATER ENVIRONMENT RESEARCH
ISSN journal
10614303 → ACNP
Volume
71
Issue
4
Year of publication
1999
Pages
398 - 407
Database
ISI
SICI code
1061-4303(199907/08)71:4<398:PSDAHC>2.0.ZU;2-9
Abstract
This paper studies solid matter from a section of the A9 motorway, Kerault Region, France, used in a study of the effects of pollution. This study ana lyzed both settled sediments from collecting basin and characteristics of s ediments in the water column during and after eight storm events between Oc tober 12, 1993, and February 6, 1994. Settled sediments were used to measur e particle sizes, mineral content, and related characteristics, whereas wat er samples were used to document total suspended solids, mineral content, a nd heavy metals. Solid particles larger than 100 mu m in diameter are easil y separated by simple settling, unlike particles smaller than 100 mu m in d iameter, a which remain in suspension in runoff. To treat runoff, particles smaller than 50 mu m in diameter, which represent approximately three-quar ters of the weight of the solids, must be studied. On average, 50% v/v of p articles have a diameter less than 15.2 mu m whereas the geometric mean is 12.6 mu m. Regarding sedimentation speed, from the eight rainfalls studied, 50% w/w of particles smaller than 50 mu m in diameter fall at a speed less than 2.98 m/h on average (results for the eight rainfalls vary from 2.5 to 3.3 m/h), and 50% of particles between 50 and 100 mu m in diameter fall at a speed less than 9.8 m/h on average (results of the eight rainfalls vary from 5.7 to 13.1 m/h). Thus, treatment of runoff entails separating or elim inating solid waste. Furthermore, measuring sedimentation speed of particle s with diameters smaller than 100 mu m seems to be an essential stage in th e design of treatment plants (Vignoles, 1991).