Skip to main content
Log in

Suspended solids within sewers: an experimental study

  • Original Article
  • Published:
Environmental Fluid Mechanics Aims and scope Submit manuscript

Abstract

A precise determination of the pollutant loads processed through the sewer networks is required for legal, environmental and management reasons. Such a determination requires a good evaluation of concentrations, which is not an easy task because samplers or sensors can perform measurements in a cross-sectional area of only a few locations, and this local information must then be extrapolated across the whole cross-sectional area of the sewer network. This latter step is problematical. A great deal of attention must be given to suspended solids because they are prone to settle and display heterogeneous concentration patterns. A two-dimensional sampler has been designed to measure the variation of suspended solids concentration throughout a cross-sectional area. This paper presents the principles upon which the conception of this experimental device was based and the building process. Experimental results are presented and discussed.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Similar content being viewed by others

Abbreviations

C i :

Local suspended solid concentration (mg l−1)

C m :

Mean suspended solid concentration (mg l−1)

h :

Water level (m)

S m :

wetted area of the vertical cross-section (m2)

S i :

elementary area (m2)

V ms :

Manning Strickler velocity (m s−1)

References

  1. Larrarte F, Bonakdari H, Joannis C, Levacher D (2007) Méthodologie de qualification de site de mesures en réseau d’assainissement—application à la débitmétrie en collecteur d’assainissement, accepted for the Bulletin des Laboratoires des Ponts et Chaussées

  2. Larrarte F (2006) Velocity fields in sewers: an experimental study. Flow Measure Instrum 17: 282–290

    Article  Google Scholar 

  3. Wohrle C, Brombach H (1991) Probenahme im abwasserkanal. Wasserwirtschaft 81: 3–8

    Google Scholar 

  4. Lin HS (1993) Le transport solide en collecteur unitaire d’assainissement et sa modélisation, Thèse de doctorat, Ecole Nationale des Ponts et Chaussées, 225 pp

  5. Ashley RM, Arthur S, Coghlan BP, McGregor I (1994) Fluid sediment in combined sewers. Water Sci Technol 29(1–2): 113–123

    CAS  Google Scholar 

  6. Ahyerre M (1999) Bilans et mécanismes de migration de la pollution organique en réseau d’assainissement unitaire. Ph. D. Thesis, Université de Paris 6, 250 pp

  7. Verbank MA (1993) Identification of the depth-dependant transport of particulate solids in dry-weather sewage flows. In: 6th International Conference on Urban Storm Drainage, Niagara Falls, pp 742–747

  8. Maréchal A (2000) Relation entre caractéristiques de la pollution particulaire et paramètres optiques dans les eaux résiduaires urbaines. Thèse de doctorat de l’Institut National Polytechnique de Lorraine, 253 pp+ Annexe

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Frédériqu Larrarte.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Larrarte, F. Suspended solids within sewers: an experimental study. Environ Fluid Mech 8, 249–261 (2008). https://doi.org/10.1007/s10652-008-9073-8

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s10652-008-9073-8

Keywords

Navigation