Open channel flow analysis of drains at Universiti Malaysia Pahang campus Pekan using Infoworks CS

Open channel flow analysis of drains at Universiti Malaysia Pahang campus Pekan using Infoworks CS

Flood can be defined as an overflow of water from water body normally occurred when the water body can no longer contain the precipitation in the area and the soil can no longer absorb the water. This resulted in overflow and one of the causes of flood. The study area is Universiti Malaysia Pahang (...

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Bibliographic Details
Main Author: Mohamad Hilman, Mohamed Sabri
Format: Undergraduates Project Papers
Language:English
Published: 2012
Subjects:
TC Hydraulic engineering. Ocean engineering
Online Access:http://umpir.ump.edu.my/id/eprint/7906/
http://umpir.ump.edu.my/id/eprint/7906/
http://umpir.ump.edu.my/id/eprint/7906/1/MOHAMAD_HILMAN_BIN_MOHAMED_SABRI.PDF
id ump-7906
recordtype eprints
spelling ump-79062016-06-24T02:51:29Z http://umpir.ump.edu.my/id/eprint/7906/ Open channel flow analysis of drains at Universiti Malaysia Pahang campus Pekan using Infoworks CS Mohamad Hilman, Mohamed Sabri TC Hydraulic engineering. Ocean engineering Flood can be defined as an overflow of water from water body normally occurred when the water body can no longer contain the precipitation in the area and the soil can no longer absorb the water. This resulted in overflow and one of the causes of flood. The study area is Universiti Malaysia Pahang (UMP) campus Pekan where it is located in an area where flood occurrences are recorded each year with the main reason is overflow from the Pekan River. The soil condition in the area also poses problem where it is swampy and this type of soil have low porosity and can lead to increase in surface runoff. The objectives of this study is to develop and validate 2-Dimensional hydrological modeling of UMP Pekan drainage system using Infoworks CS and to determine the capabilities of existing drain to sustained runoff at maximum level. Data are obtained from (Jabatan Pembangunan dan Pengurusan Harta) JPPH UMP such as invert level, platform level, and plan view of study area. The study area which is 60 hectares area in total was divided into three zones; Zone A, Zone B and Zone C. In order to analyze the effectiveness of the drains at UMP Pekan, two method of calculation is used which are Rational Method for calculating the surface runoff and Manning Equation for the calculation of drain flowrate. Infoworks CS will be used to simulate the event of 8 hour rainfall with data obtained from MASMA with 2 ART. Water level is obtained after simulation process is completed. Result shows Zone C experienced overflow while Zone A drainage system experienced high water level that almost cause overflow. Only Zone B shows properly design drainage system where water level is in the mid-section of the drain. This result is proven both in manual calculation and software simulation. 2012-06 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/7906/1/MOHAMAD_HILMAN_BIN_MOHAMED_SABRI.PDF Mohamad Hilman, Mohamed Sabri (2012) Open channel flow analysis of drains at Universiti Malaysia Pahang campus Pekan using Infoworks CS. Faculty of Civil Engineering and Earth Resources , Universiti Malaysia Pahang . http://iportal.ump.edu.my/lib/item?id=chamo:76504&theme=UMP2
repository_type Digital Repository
institution_category Local University
institution Universiti Malaysia Pahang
building UMP Institutional Repository
collection Online Access
language English
topic TC Hydraulic engineering. Ocean engineering
spellingShingle TC Hydraulic engineering. Ocean engineering
Mohamad Hilman, Mohamed Sabri
Open channel flow analysis of drains at Universiti Malaysia Pahang campus Pekan using Infoworks CS
description Flood can be defined as an overflow of water from water body normally occurred when the water body can no longer contain the precipitation in the area and the soil can no longer absorb the water. This resulted in overflow and one of the causes of flood. The study area is Universiti Malaysia Pahang (UMP) campus Pekan where it is located in an area where flood occurrences are recorded each year with the main reason is overflow from the Pekan River. The soil condition in the area also poses problem where it is swampy and this type of soil have low porosity and can lead to increase in surface runoff. The objectives of this study is to develop and validate 2-Dimensional hydrological modeling of UMP Pekan drainage system using Infoworks CS and to determine the capabilities of existing drain to sustained runoff at maximum level. Data are obtained from (Jabatan Pembangunan dan Pengurusan Harta) JPPH UMP such as invert level, platform level, and plan view of study area. The study area which is 60 hectares area in total was divided into three zones; Zone A, Zone B and Zone C. In order to analyze the effectiveness of the drains at UMP Pekan, two method of calculation is used which are Rational Method for calculating the surface runoff and Manning Equation for the calculation of drain flowrate. Infoworks CS will be used to simulate the event of 8 hour rainfall with data obtained from MASMA with 2 ART. Water level is obtained after simulation process is completed. Result shows Zone C experienced overflow while Zone A drainage system experienced high water level that almost cause overflow. Only Zone B shows properly design drainage system where water level is in the mid-section of the drain. This result is proven both in manual calculation and software simulation.
format Undergraduates Project Papers
author Mohamad Hilman, Mohamed Sabri
author_facet Mohamad Hilman, Mohamed Sabri
author_sort Mohamad Hilman, Mohamed Sabri
title Open channel flow analysis of drains at Universiti Malaysia Pahang campus Pekan using Infoworks CS
title_short Open channel flow analysis of drains at Universiti Malaysia Pahang campus Pekan using Infoworks CS
title_full Open channel flow analysis of drains at Universiti Malaysia Pahang campus Pekan using Infoworks CS
title_fullStr Open channel flow analysis of drains at Universiti Malaysia Pahang campus Pekan using Infoworks CS
title_full_unstemmed Open channel flow analysis of drains at Universiti Malaysia Pahang campus Pekan using Infoworks CS
title_sort open channel flow analysis of drains at universiti malaysia pahang campus pekan using infoworks cs
publishDate 2012
url http://umpir.ump.edu.my/id/eprint/7906/
http://umpir.ump.edu.my/id/eprint/7906/
http://umpir.ump.edu.my/id/eprint/7906/1/MOHAMAD_HILMAN_BIN_MOHAMED_SABRI.PDF
first_indexed 2023-09-18T22:05:02Z
last_indexed 2023-09-18T22:05:02Z
_version_ 1777414651595718656

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