Evaluation of design criteria for inflow and infiltration in sewerage system

The main problem in the sewer pipe is when there are occurences of inflow and infiltration in the sewerage system. It will increase the wastewater flow quantity in the sewerage system itself. Therefore, the rate of inflow and infiltration must be determined, especially for the sewer pipes that is mo...

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Main Author: Samion, Mohd. Kamarul Huda
Format: Thesis
Language:English
Published: 2006
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Online Access:http://eprints.utm.my/id/eprint/5382/1/MohdKamarulHudaMFKA2006.pdf
http://eprints.utm.my/id/eprint/5382/
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spelling my.utm.53822018-03-07T20:59:27Z http://eprints.utm.my/id/eprint/5382/ Evaluation of design criteria for inflow and infiltration in sewerage system Samion, Mohd. Kamarul Huda TC Hydraulic engineering. Ocean engineering GE Environmental Sciences TA Engineering (General). Civil engineering (General) The main problem in the sewer pipe is when there are occurences of inflow and infiltration in the sewerage system. It will increase the wastewater flow quantity in the sewerage system itself. Therefore, the rate of inflow and infiltration must be determined, especially for the sewer pipes that is more then 10 years of age. The objectives of this study are to evaluate the rate of inflow and infiltration in sewer pipes, and to evaluate the peak flow factor and characteristics of domestic wastewater in the sewerage systems. The scope of this study involves wastewater flow measurement in residential areas at Putrajaya,Wilayah Persekutuan and Skudai, Johor Bahru, Johor that up to a total of 80000 population equivalent. The wastewater flow is measured by using flowmeter model ISCO 4250, while the automatic rain gauge is used to measure the rainfall intensity. The results of the study indicate a higher rate of inflow and infiltration than the allowable infiltration rate value by Malaysian Standard. Meanwhile, the actual peak flow factor value is lower then the design peak flow factor value. Rainfall events will increase the wastewater quantity and also inflow and infiltration rates in the sewerage system. 2006-06 Thesis NonPeerReviewed application/pdf en http://eprints.utm.my/id/eprint/5382/1/MohdKamarulHudaMFKA2006.pdf Samion, Mohd. Kamarul Huda (2006) Evaluation of design criteria for inflow and infiltration in sewerage system. Masters thesis, Universiti Teknologi Malaysia, Faculty of Civil Engineering.
institution Universiti Teknologi Malaysia
building UTM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Malaysia
content_source UTM Institutional Repository
url_provider http://eprints.utm.my/
language English
topic TC Hydraulic engineering. Ocean engineering
GE Environmental Sciences
TA Engineering (General). Civil engineering (General)
spellingShingle TC Hydraulic engineering. Ocean engineering
GE Environmental Sciences
TA Engineering (General). Civil engineering (General)
Samion, Mohd. Kamarul Huda
Evaluation of design criteria for inflow and infiltration in sewerage system
description The main problem in the sewer pipe is when there are occurences of inflow and infiltration in the sewerage system. It will increase the wastewater flow quantity in the sewerage system itself. Therefore, the rate of inflow and infiltration must be determined, especially for the sewer pipes that is more then 10 years of age. The objectives of this study are to evaluate the rate of inflow and infiltration in sewer pipes, and to evaluate the peak flow factor and characteristics of domestic wastewater in the sewerage systems. The scope of this study involves wastewater flow measurement in residential areas at Putrajaya,Wilayah Persekutuan and Skudai, Johor Bahru, Johor that up to a total of 80000 population equivalent. The wastewater flow is measured by using flowmeter model ISCO 4250, while the automatic rain gauge is used to measure the rainfall intensity. The results of the study indicate a higher rate of inflow and infiltration than the allowable infiltration rate value by Malaysian Standard. Meanwhile, the actual peak flow factor value is lower then the design peak flow factor value. Rainfall events will increase the wastewater quantity and also inflow and infiltration rates in the sewerage system.
format Thesis
author Samion, Mohd. Kamarul Huda
author_facet Samion, Mohd. Kamarul Huda
author_sort Samion, Mohd. Kamarul Huda
title Evaluation of design criteria for inflow and infiltration in sewerage system
title_short Evaluation of design criteria for inflow and infiltration in sewerage system
title_full Evaluation of design criteria for inflow and infiltration in sewerage system
title_fullStr Evaluation of design criteria for inflow and infiltration in sewerage system
title_full_unstemmed Evaluation of design criteria for inflow and infiltration in sewerage system
title_sort evaluation of design criteria for inflow and infiltration in sewerage system
publishDate 2006
url http://eprints.utm.my/id/eprint/5382/1/MohdKamarulHudaMFKA2006.pdf
http://eprints.utm.my/id/eprint/5382/
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score 13.15806