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Abertay University

The performance of certain combined sewer overflows with storage

Abstract

dc:description.abstract

The provision of storage at overflows is a commonly used technique for the reduction of pollution from combined sewer systems. Field data were gathered at three combined sewer overflow sites during dry weather and a wide range of high flow events. The overflows incorporated off-line storage which at two sites took the form of rectangular partitioned tanks and at the third was a twin hydrodynamic separator installation. Conventional flow measurement and small bore sampling equipment was employed together with a prototype Gross Solids Sampler (GSS) manufactured by the UK WRc, and visible solids interception devices developed by the author and termed Trash Traps.<br/><br/>A relationship was developed for the variation of visible solids during dry weather flow at the inlet to one site based on the GSS results. Good correlation was found with suspended solids concentrations allowing the relationship to have wider applicability.<br/><br/>Retention of particulate matter during high flow events was found to be more dependent on volumetric considerations than on the treatment provided by the storage. It was found that for all sites studied the measure of pollutant separation at each installation, the treatment factor, did not vary significantly from unity. The Trash Traps provided a method of distinguishing between the performance of the overflows utilising the visible solids intercepted and the degree of blinding of the Traps.<br/><br/>It was concluded from the GSS results that the gross solids arriving at the overflow sites had the same movement characteristics as the type C sediment which is usually found in sewer inverts. A chart which provides a basis for a differentiation between combined sewer categories was prepared. This was developed from the rate of gross solids movement and on the average flow during high flow events. The nomograph showed a clear distinction between a collector and a trunk sewer site and included antecedent dry period as a significant component.

Degree

thesis:*
Name dc:type.qualificationname
PhD
Level dc:type.qualificationlevel
Doctoral Thesis
Year dc:date.issued
1993

Author and committee

dc:creator, dc:contributor.*
Author dc:creator
  • Jefferies, Christopher

Rights

Language dc:language
eng

Identifiers

dc:identifier.*
Identifier
oai:rke.abertay.ac.uk:studenttheses/fd45e45b-24a7-4d4f-8338-b1131bc95a35
OAI identifier oai:identifier
oai:rke.abertay.ac.uk:studenttheses/fd45e45b-24a7-4d4f-8338-b1131bc95a35

Chain of custody

source
Harvested from
Abertay University
Base URL
rke.abertay.ac.uk/ws/oai
Last updated
2026-07-24
Source record
OAI-PMH GetRecord
related terms
citation

Jefferies, Christopher. The performance of certain combined sewer overflows with storage. Doctoral Thesis thesis, 1993. https://rke.abertay.ac.uk/en/studentTheses/fd45e45b-24a7-4d4f-8338-b1131bc95a35