Characteristics of combined sewer overflows in Shanghai and selection of drainage systems

The overflow frequencies of combined sewer systems (CSSs) along Suzhou Creek in Shanghai are definitely lower compared with low interception ratio and design expectation. This noteworthy phenomenon was analysed and the results indicate that large sewer storage capacity due to a dense interconnection...

Full description

Saved in:
Bibliographic Details
Published inWater and environment journal : WEJ Vol. 24; no. 1; pp. 74 - 82
Main Authors Li, Tian, Tan, Qiong, Zhu, Shiqing
Format Journal Article
LanguageEnglish
Published Oxford, UK Oxford, UK : Blackwell Publishing Ltd 01.03.2010
Blackwell Publishing Ltd
Blackwell
Subjects
Online AccessGet full text

Cover

Loading…
More Information
Summary:The overflow frequencies of combined sewer systems (CSSs) along Suzhou Creek in Shanghai are definitely lower compared with low interception ratio and design expectation. This noteworthy phenomenon was analysed and the results indicate that large sewer storage capacity due to a dense interconnection between sewer systems, flat pipe slope and pump drainage pattern, as well as the spatial-temporal difference of rainfall on a large catchment that is integrated by the connected network, lead to the overflow frequencies of combined sewer overflows (CSOs) along Suzhou Creek that are much less than those of designed and of Japanese counterparts. The drainage hydraulic model was used to simulate the performance of typical CSSs in Shanghai centre area to further explain the phenomenon. Meanwhile, as separate systems have serious illicit connections and are subject to heavy wet weather pollution in Shanghai, separate systems did not show the expected advantage in nonpoint pollution control. Thus, keeping old CSSs in the Shanghai downtown area seems to be of great value with respect to the control of urban non-point pollution.
Bibliography:http://dx.doi.org/10.1111/j.1747-6593.2008.00141.x
istex:587AD9983A6E5921352E798DF6C9E4BB7BBECBB4
ark:/67375/WNG-M41SXMPJ-K
ArticleID:WEJ141
ObjectType-Article-1
SourceType-Scholarly Journals-1
ObjectType-Feature-2
content type line 23
ISSN:1747-6585
1747-6593
DOI:10.1111/j.1747-6593.2008.00141.x