SPECIFIC RELATIONSHIPS FOR THE FIRST FLUSH LOAD IN COMBINED SEWER FLOWS

Authors
Citation
K. Gupta et Aj. Saul, SPECIFIC RELATIONSHIPS FOR THE FIRST FLUSH LOAD IN COMBINED SEWER FLOWS, Water research, 30(5), 1996, pp. 1244-1252
Citations number
19
Categorie Soggetti
Engineering, Civil","Environmental Sciences","Water Resources
Journal title
ISSN journal
00431354
Volume
30
Issue
5
Year of publication
1996
Pages
1244 - 1252
Database
ISI
SICI code
0043-1354(1996)30:5<1244:SRFTFF>2.0.ZU;2-#
Abstract
Many studies have identified the first Bush phenomenon as being a rela tively high load of pollutants in the initial phases of combined sewer flow. In systems without storage, this first Bush of pollutants may b e discharged from the system and result in the heavy pollution of the receiving watercourse. However, by the inclusion of a storage tank, th is first Bush can be retained and the effluent be discharged in a cont rolled manner. To optimise the storage volume, both the total pollutan t load discharged and the temporal variation in pollutant concentratio n within an event need to be predicted. Sophisticated models like QSIM and MOUSETRAP to predict the pollutants in urban sewer hows are alrea dy available. However, the data requirements for these models are exte nsive, which usually limit their application to major or environmental ly sensitive schemes. This paper describes the development of site spe cific regressional relationships to predict the first flush load of su spended solids in combined sewer flow and these may be used for storag e tank design. Data from two sites at Great Harwood and Clayton-le-Moo rs in the Northwest of England has been used to develop predictive equ ations which relate the first Bush load of suspended solids and the hy drological parameters most likely to influence sewer flow quality. A m ultiple stepwise linear regression technique has been utilised for thi s purpose. The maximum rainfall intensity, maximum inflow, rainfall du ration and the antecedent dry weather period were found to be the most important parameters influencing the first flush load of suspended so lids. The equations were verified using an independent set of data and gave good predictions of the first flush load for the sites considere d. This study has the limitation that the equations are catchment spec ific. However, as more data for different catchments becomes available , it may be possible to establish standard coefficients for applicatio n to a wide range of catchment conditions. Copyright (C) 1996 Elsevier Science Ltd.