MARC details
| 000 -LEADER |
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| fixed length control field |
03684ntm a2200289 a 4500 |
| 001 - CONTROL NUMBER |
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| control field |
vtls000098137 |
| 003 - CONTROL NUMBER IDENTIFIER |
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| control field |
KUKTEM |
| 005 - DATE AND TIME OF LATEST TRANSACTION |
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| control field |
20251117113337.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
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| fixed length control field |
161122t2016 my a f m 000 0 eng d |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
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| International Standard Book Number |
THE0000760(Local) |
| 039 #9 - LEVEL OF BIBLIOGRAPHIC CONTROL AND CODING DETAIL [OBSOLETE] |
|---|
| Level of rules in bibliographic description |
201905161451 |
| Level of effort used to assign nonsubject heading access points |
nazirah |
| Level of effort used to assign subject headings |
201712071623 |
| Level of effort used to assign classification |
saini |
| -- |
201611221241 |
| -- |
fateeha |
| 040 ## - CATALOGING SOURCE |
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| Original cataloging agency |
UMP |
| 090 ## - LOCALLY ASSIGNED LC-TYPE CALL NUMBER (OCLC); LOCAL CALL NUMBER (RLIN) |
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| Classification number (OCLC) (R) ; Classification number, CALL (RLIN) (NR) |
FKASA .T449 2016 r Bc. |
| 100 1# - MAIN ENTRY--PERSONAL NAME |
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| Personal name |
Teh, Yun Qin |
| 245 10 - TITLE STATEMENT |
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| Title |
Analysis of flow characteristics in the sewerage system of residential areas within Kuantan / |
| Statement of responsibility, etc. |
Teh Yun Qin |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. |
|---|
| Place of publication, distribution, etc. |
Kuantan, Pahang : |
| Name of publisher, distributor, etc. |
UMP, |
| Date of publication, distribution, etc. |
2016 |
| 300 ## - PHYSICAL DESCRIPTION |
|---|
| Extent |
xiv, 79 p. : |
| Other physical details |
ill. (some col.) ; |
| Dimensions |
30 cm. + |
| Accompanying material |
1 CD-ROM |
| 500 ## - GENERAL NOTE |
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| General note |
Faculty of Civil Engineering and Earth Resources |
| 502 ## - DISSERTATION NOTE |
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| Dissertation note |
Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2016 |
| 504 ## - BIBLIOGRAPHY, ETC. NOTE |
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| Bibliography, etc. note |
Bibliography : p. 66-67 |
| 520 3# - SUMMARY, ETC. |
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| Summary, etc. |
The evaluation of flow characteristic for sewerage systems analysis is essential in designing sewerage systems. Sewerage system plays an important role in collecting sewage from the community before transporting them to the sewerage treatment plant. Flow characteristics of sewage flow will be influenced by the population equivalent at the research area. There are several steps in measuring the flow characteristics which include collecting data in the manhole by using flowmeter and performing data analysis to investigate per capita flow, design criterion as well as peak flow factor. This study was carried out in three selected residential areas namely Taman Lepar Hilir Saujana (MH 84), Taman Pandan Damai (MH K) and Taman Bandar Putra (MH 92a). These locations are located in Kuantan, Pahang. From September 2015 to April 2016, this study was carried out in which the main equipment used is the ISCO 2150 area-velocity flowmeter and sensor. Equipment calibration was done in the Hydraulics and Hydrology Laboratory of UMP Gambang before the commencement of field work. In this study, sensor plays an important role in detecting the sewerage flow and generating the data for the flowmeter. Besides that, rainfall data collection was carried out to determine whether or not the flow rate is affected by the rain. Both data of flow rate and rainfall were retrieved using Flowlink 5.1 software. Data collected from the area-velocity flowmeter was converted into graph foam before the analysis. Data collection was performed on weekdays and weekends as well as during day time and night time. From this, data obtained will be divided into sets. One set of data is taken for a duration of two weeks with measurement done at every time interval of five minutes. The resulting analysis of flow characteristics obtained was compared with the standard limit stated in MS 1228:1991. Based on the MS 1228:1991, the per capita flow is 0.225 m3/day/person and design criterion is 4.7. In this case, per capita flow at Taman Lepar Hilir Saujana is lower than the Malaysia Standard. However, the results from Taman Pandan Damai and Taman Bandar Putra show higher values in that they are more than 0.225m3/day/person. In terms of design criterion, Taman Pandan Damai recorded lower than 4.7. In contrast, Taman Lepar Hilir Saujana and Taman Bandar Putra gave a higher value than 4.7. The results obtained will ease the researchers who are interested to further their study in this field. |
| 610 20 - SUBJECT ADDED ENTRY--CORPORATE NAME |
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| Corporate name or jurisdiction name as entry element |
Faculty of Civil Engineering and Earth Resources |
| General subdivision |
Dissertations |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
|---|
| Topical term or geographic name entry element |
Universities and Colleges |
| General subdivision |
Dissertations |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
|---|
| Topical term or geographic name entry element |
Theses |
| 856 40 - ELECTRONIC LOCATION AND ACCESS |
|---|
| Uniform Resource Identifier |
<a href="http://ecollib.ump.edu.my/id/eprint/3939">http://ecollib.ump.edu.my/id/eprint/3939</a> |
| Public note |
Access in library only |