Preliminary Inflow and Infiltration Study of Sewerage Systems from Two Residential Areas in Kuantan, Pahang

Sewerage system is the sole infrastructure which conveys sewage to sewerage treatment plants. The usage of a sewerage system should be optimized at the design stage to enhance environmental protection and human health. Wastewaters flows are produced from domestic sewage whereas inflow and infiltrati...

Full description

Bibliographic Details
Main Authors: Yap, H. T., Ngien, S. K., Norasman, Othman, Nadiatul Adilah, Ahmad Abdul Ghani, Rahman, N. A.
Format: Article
Language:English
Published: Universiti Teknologi MARA Cawangan Pulau Pinang 2017
Subjects:
Online Access:http://umpir.ump.edu.my/id/eprint/18497/
http://umpir.ump.edu.my/id/eprint/18497/
http://umpir.ump.edu.my/id/eprint/18497/1/ESTEEM%20Academic%20Journal%20%28ott855%29.pdf
id ump-18497
recordtype eprints
spelling ump-184972017-11-17T00:36:36Z http://umpir.ump.edu.my/id/eprint/18497/ Preliminary Inflow and Infiltration Study of Sewerage Systems from Two Residential Areas in Kuantan, Pahang Yap, H. T. Ngien, S. K. Norasman, Othman Nadiatul Adilah, Ahmad Abdul Ghani Rahman, N. A. TA Engineering (General). Civil engineering (General) Sewerage system is the sole infrastructure which conveys sewage to sewerage treatment plants. The usage of a sewerage system should be optimized at the design stage to enhance environmental protection and human health. Wastewaters flows are produced from domestic sewage whereas inflow and infiltration come from surface runoff and groundwater. The purpose of this study is to identify inflow and infiltration in sewerage systems around Kuantan. This study was conducted in residential catchments at Taman Lepar Hilir Saujana and Bandar Putra with population equivalent of 1253 and 1694, respectively. ISCO 674 Rain Gauge was used to measure rainfall intensity. ISCO 2150 and 4250 Area Velocity Flowmeters were collected wastewater flowrate data which measured at 5-minute intervals and analyzed separately for wet and dry period. Infiltration rate was obtained by comparing the upstream flow and downstream flow from the two selected manholes. Based on the result, the average infiltration rate of Qpeak and Qave was 13.7% and 21.2% higher than the 5% and 10% stated in Hammer and Hammer. Inflow and infiltration is a concern and more comprehensive studies are needed to initiate the review of a revised infiltration rate that is more relevant to the future climate. Universiti Teknologi MARA Cawangan Pulau Pinang 2017-08 Article PeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/18497/1/ESTEEM%20Academic%20Journal%20%28ott855%29.pdf Yap, H. T. and Ngien, S. K. and Norasman, Othman and Nadiatul Adilah, Ahmad Abdul Ghani and Rahman, N. A. (2017) Preliminary Inflow and Infiltration Study of Sewerage Systems from Two Residential Areas in Kuantan, Pahang. ESTEEM Academic Journal, 13 (Specia). pp. 98-106. ISSN p-ISSN 1675-7939; e-ISSN 2289-4934 http://uppp.uitm.edu.my/images/doc/ESTEEM_pdf_format/vol13specialaugust/ott855.pdf
repository_type Digital Repository
institution_category Local University
institution Universiti Malaysia Pahang
building UMP Institutional Repository
collection Online Access
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Yap, H. T.
Ngien, S. K.
Norasman, Othman
Nadiatul Adilah, Ahmad Abdul Ghani
Rahman, N. A.
Preliminary Inflow and Infiltration Study of Sewerage Systems from Two Residential Areas in Kuantan, Pahang
description Sewerage system is the sole infrastructure which conveys sewage to sewerage treatment plants. The usage of a sewerage system should be optimized at the design stage to enhance environmental protection and human health. Wastewaters flows are produced from domestic sewage whereas inflow and infiltration come from surface runoff and groundwater. The purpose of this study is to identify inflow and infiltration in sewerage systems around Kuantan. This study was conducted in residential catchments at Taman Lepar Hilir Saujana and Bandar Putra with population equivalent of 1253 and 1694, respectively. ISCO 674 Rain Gauge was used to measure rainfall intensity. ISCO 2150 and 4250 Area Velocity Flowmeters were collected wastewater flowrate data which measured at 5-minute intervals and analyzed separately for wet and dry period. Infiltration rate was obtained by comparing the upstream flow and downstream flow from the two selected manholes. Based on the result, the average infiltration rate of Qpeak and Qave was 13.7% and 21.2% higher than the 5% and 10% stated in Hammer and Hammer. Inflow and infiltration is a concern and more comprehensive studies are needed to initiate the review of a revised infiltration rate that is more relevant to the future climate.
format Article
author Yap, H. T.
Ngien, S. K.
Norasman, Othman
Nadiatul Adilah, Ahmad Abdul Ghani
Rahman, N. A.
author_facet Yap, H. T.
Ngien, S. K.
Norasman, Othman
Nadiatul Adilah, Ahmad Abdul Ghani
Rahman, N. A.
author_sort Yap, H. T.
title Preliminary Inflow and Infiltration Study of Sewerage Systems from Two Residential Areas in Kuantan, Pahang
title_short Preliminary Inflow and Infiltration Study of Sewerage Systems from Two Residential Areas in Kuantan, Pahang
title_full Preliminary Inflow and Infiltration Study of Sewerage Systems from Two Residential Areas in Kuantan, Pahang
title_fullStr Preliminary Inflow and Infiltration Study of Sewerage Systems from Two Residential Areas in Kuantan, Pahang
title_full_unstemmed Preliminary Inflow and Infiltration Study of Sewerage Systems from Two Residential Areas in Kuantan, Pahang
title_sort preliminary inflow and infiltration study of sewerage systems from two residential areas in kuantan, pahang
publisher Universiti Teknologi MARA Cawangan Pulau Pinang
publishDate 2017
url http://umpir.ump.edu.my/id/eprint/18497/
http://umpir.ump.edu.my/id/eprint/18497/
http://umpir.ump.edu.my/id/eprint/18497/1/ESTEEM%20Academic%20Journal%20%28ott855%29.pdf
first_indexed 2023-09-18T22:26:14Z
last_indexed 2023-09-18T22:26:14Z
_version_ 1777415984877928448