Sizing first flush pollutant loading of stormwater runoff in tropical urban catchments
This study aimed at investigating the first flush phenomenon from residential, commercial and industrial catchments. Stormwater was grab sampled and the flow rate was measured during 52 storm events. The dimensionless cumulative pollutant mass and runoff volume were used to determine the runoff volu...
Saved in:
Main Authors: | , |
---|---|
Other Authors: | |
Format: | Article |
Published: |
Springer Verlag
2023
|
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
id |
my.uniten.dspace-21836 |
---|---|
record_format |
dspace |
spelling |
my.uniten.dspace-218362023-05-16T10:45:39Z Sizing first flush pollutant loading of stormwater runoff in tropical urban catchments Chow M.F. Yusop Z. 57214146115 6507841909 This study aimed at investigating the first flush phenomenon from residential, commercial and industrial catchments. Stormwater was grab sampled and the flow rate was measured during 52 storm events. The dimensionless cumulative pollutant mass and runoff volume were used to determine the runoff volume needed to transport 50 and 80 % of total pollutant mass. Almost all the constituents did not satisfy this first flush definition except for total suspended solids (TSS) in the commercial catchment. The averages first runoff volume required to remove 50 and 80 % of the total pollutant mass were 37 and 67, 35 and 65, and 36 and 64 % for the residential, commercial and industrial catchments, respectively. It seemed that less runoff is required to transport the same amount of pollutant loadings in tropical urban catchments than in temperate regions. BOD, COD, NH3-N, SRP and TP consistently showed strong first flush effects in all catchments. The first flush strengths of TSS, BOD, COD, NH3-N and TP in the commercial catchment were strongly correlated with total rainfall, rainfall duration, max 5 min intensity, runoff volume and peak flow, but not with antecedent dry days. Management of the first 10 mm runoff depth would be able to capture about half of the total pollutant mass in stormwater runoff that would otherwise goes to drains. © 2014, Springer-Verlag Berlin Heidelberg. Final 2023-05-16T02:45:39Z 2023-05-16T02:45:39Z 2014 Article 10.1007/s12665-014-3294-6 2-s2.0-84920257661 https://www.scopus.com/inward/record.uri?eid=2-s2.0-84920257661&doi=10.1007%2fs12665-014-3294-6&partnerID=40&md5=adb5ea33f98ca1839a4c1cf95bc632ad https://irepository.uniten.edu.my/handle/123456789/21836 72 10 4047 4058 Springer Verlag Scopus |
institution |
Universiti Tenaga Nasional |
building |
UNITEN Library |
collection |
Institutional Repository |
continent |
Asia |
country |
Malaysia |
content_provider |
Universiti Tenaga Nasional |
content_source |
UNITEN Institutional Repository |
url_provider |
http://dspace.uniten.edu.my/ |
description |
This study aimed at investigating the first flush phenomenon from residential, commercial and industrial catchments. Stormwater was grab sampled and the flow rate was measured during 52 storm events. The dimensionless cumulative pollutant mass and runoff volume were used to determine the runoff volume needed to transport 50 and 80 % of total pollutant mass. Almost all the constituents did not satisfy this first flush definition except for total suspended solids (TSS) in the commercial catchment. The averages first runoff volume required to remove 50 and 80 % of the total pollutant mass were 37 and 67, 35 and 65, and 36 and 64 % for the residential, commercial and industrial catchments, respectively. It seemed that less runoff is required to transport the same amount of pollutant loadings in tropical urban catchments than in temperate regions. BOD, COD, NH3-N, SRP and TP consistently showed strong first flush effects in all catchments. The first flush strengths of TSS, BOD, COD, NH3-N and TP in the commercial catchment were strongly correlated with total rainfall, rainfall duration, max 5 min intensity, runoff volume and peak flow, but not with antecedent dry days. Management of the first 10 mm runoff depth would be able to capture about half of the total pollutant mass in stormwater runoff that would otherwise goes to drains. © 2014, Springer-Verlag Berlin Heidelberg. |
author2 |
57214146115 |
author_facet |
57214146115 Chow M.F. Yusop Z. |
format |
Article |
author |
Chow M.F. Yusop Z. |
spellingShingle |
Chow M.F. Yusop Z. Sizing first flush pollutant loading of stormwater runoff in tropical urban catchments |
author_sort |
Chow M.F. |
title |
Sizing first flush pollutant loading of stormwater runoff in tropical urban catchments |
title_short |
Sizing first flush pollutant loading of stormwater runoff in tropical urban catchments |
title_full |
Sizing first flush pollutant loading of stormwater runoff in tropical urban catchments |
title_fullStr |
Sizing first flush pollutant loading of stormwater runoff in tropical urban catchments |
title_full_unstemmed |
Sizing first flush pollutant loading of stormwater runoff in tropical urban catchments |
title_sort |
sizing first flush pollutant loading of stormwater runoff in tropical urban catchments |
publisher |
Springer Verlag |
publishDate |
2023 |
_version_ |
1806426707825000448 |
score |
13.214268 |