Flow design of sewerage system – a case study in Taman Pandan Damai, Kuantan

Malaysian sewerage systems are designed according to the Malaysian Standard MS 1228:1991. Manholes may be flooded and overflow if the peak flow of sewage is not properly addressed during sewerage system design. The purpose of the overall research is to analyse the per capita flow as well as design c...

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Main Authors:	Ngien, S. K., Yap, H. T.
Format:	Conference or Workshop Item
Language:	English English
Published:	2017
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/19848/ http://umpir.ump.edu.my/id/eprint/19848/ http://umpir.ump.edu.my/id/eprint/19848/1/YapHiewThong_FluidsChE%202017%20abstract%20v1.docx http://umpir.ump.edu.my/id/eprint/19848/3/Flow%20Design%20of%20Sewerage%20System%20%E2%80%93%20A%20Case.pdf

id	ump-19848
recordtype	eprints
spelling	ump-198482018-04-17T06:32:56Z http://umpir.ump.edu.my/id/eprint/19848/ Flow design of sewerage system – a case study in Taman Pandan Damai, Kuantan Ngien, S. K. Yap, H. T. TA Engineering (General). Civil engineering (General) Malaysian sewerage systems are designed according to the Malaysian Standard MS 1228:1991. Manholes may be flooded and overflow if the peak flow of sewage is not properly addressed during sewerage system design. The purpose of the overall research is to analyse the per capita flow as well as design criterion in the sewerage systems within Kuantan, Pahang and compare them to their counterpart in the MS 1228:1991. This study was conducted in a residential area,Taman Pandan Damai. Population equivalent in the area was surveyed as 2244PE. ISCO 4250 Area Velocity Flowmeter was used to collect real time flowrate data using an Area Velocity Sensor. Based on the results obtained the average per capita flow and design criterion was lower than the 0.225m3/day/person and 4.7 stated in MS 1228:1991, respectively. This indicated that the design of the sewerage system in Taman Pandan Damai was more than capable of catering to the PE serviced in that area. 2017-01 Conference or Workshop Item PeerReviewed application/msword en http://umpir.ump.edu.my/id/eprint/19848/1/YapHiewThong_FluidsChE%202017%20abstract%20v1.docx application/pdf en http://umpir.ump.edu.my/id/eprint/19848/3/Flow%20Design%20of%20Sewerage%20System%20%E2%80%93%20A%20Case.pdf Ngien, S. K. and Yap, H. T. (2017) Flow design of sewerage system – a case study in Taman Pandan Damai, Kuantan. In: International Conference on Fluids and Chemical Engineering (FluidsChE2017), 4-6 April 2017 , Kota Kinabalu, Sabah. pp. 1-4., 10 (2). ISSN 0974-6846(Print); 0974-5645(Online) http://dx.doi.org/10.17485/ijst%2F2017%2Fv10i2%2F110375
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Malaysia Pahang
building	UMP Institutional Repository
collection	Online Access
language	English English
topic	TA Engineering (General). Civil engineering (General)
spellingShingle	TA Engineering (General). Civil engineering (General) Ngien, S. K. Yap, H. T. Flow design of sewerage system – a case study in Taman Pandan Damai, Kuantan
description	Malaysian sewerage systems are designed according to the Malaysian Standard MS 1228:1991. Manholes may be flooded and overflow if the peak flow of sewage is not properly addressed during sewerage system design. The purpose of the overall research is to analyse the per capita flow as well as design criterion in the sewerage systems within Kuantan, Pahang and compare them to their counterpart in the MS 1228:1991. This study was conducted in a residential area,Taman Pandan Damai. Population equivalent in the area was surveyed as 2244PE. ISCO 4250 Area Velocity Flowmeter was used to collect real time flowrate data using an Area Velocity Sensor. Based on the results obtained the average per capita flow and design criterion was lower than the 0.225m3/day/person and 4.7 stated in MS 1228:1991, respectively. This indicated that the design of the sewerage system in Taman Pandan Damai was more than capable of catering to the PE serviced in that area.
format	Conference or Workshop Item
author	Ngien, S. K. Yap, H. T.
author_facet	Ngien, S. K. Yap, H. T.
author_sort	Ngien, S. K.
title	Flow design of sewerage system – a case study in Taman Pandan Damai, Kuantan
title_short	Flow design of sewerage system – a case study in Taman Pandan Damai, Kuantan
title_full	Flow design of sewerage system – a case study in Taman Pandan Damai, Kuantan
title_fullStr	Flow design of sewerage system – a case study in Taman Pandan Damai, Kuantan
title_full_unstemmed	Flow design of sewerage system – a case study in Taman Pandan Damai, Kuantan
title_sort	flow design of sewerage system – a case study in taman pandan damai, kuantan
publishDate	2017
url	http://umpir.ump.edu.my/id/eprint/19848/ http://umpir.ump.edu.my/id/eprint/19848/ http://umpir.ump.edu.my/id/eprint/19848/1/YapHiewThong_FluidsChE%202017%20abstract%20v1.docx http://umpir.ump.edu.my/id/eprint/19848/3/Flow%20Design%20of%20Sewerage%20System%20%E2%80%93%20A%20Case.pdf
first_indexed	2023-09-18T22:28:27Z
last_indexed	2023-09-18T22:28:27Z
_version_	1777416124669886464

Flow design of sewerage system – a case study in Taman Pandan Damai, Kuantan

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