MARC details
| 000 -LEADER |
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| fixed length control field |
03760ntm a2200289 a 4500 |
| 001 - CONTROL NUMBER |
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| control field |
vtls000098116 |
| 003 - CONTROL NUMBER IDENTIFIER |
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| control field |
KUKTEM |
| 005 - DATE AND TIME OF LATEST TRANSACTION |
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| control field |
20251117113326.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
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| fixed length control field |
161118s2016 my a f abm 000 0 eng d |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
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| International Standard Book Number |
THE0000466(Local) |
| 039 #9 - LEVEL OF BIBLIOGRAPHIC CONTROL AND CODING DETAIL [OBSOLETE] |
|---|
| Level of rules in bibliographic description |
201905151513 |
| Level of effort used to assign nonsubject heading access points |
nazirah |
| Level of effort used to assign subject headings |
201712121626 |
| Level of effort used to assign classification |
fateeha |
| -- |
201611181206 |
| -- |
saini |
| 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 .H53 2016 r Bc. |
| 100 0# - MAIN ENTRY--PERSONAL NAME |
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| Personal name |
Nor Hidayah Ismail |
| 245 14 - TITLE STATEMENT |
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| Title |
The development of intensity-duration-frequency curves for Kuantan river basin / |
| Statement of responsibility, etc. |
Nor Hidayah Ismail |
| 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 |
xvii, 145 p. : |
| Other physical details |
ill. (some col.) ; |
| Dimensions |
30 cm. + |
| Accompanying material |
1 CD-ROM |
| 500 ## - GENERAL NOTE |
|---|
| 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. 103-105 |
| 520 3# - SUMMARY, ETC. |
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| Summary, etc. |
Kuantan is one of the flood prone areas that identified in Pahang. The main river basin is Kuantan River. This basin is responsible to drain water from the correspond catchment area to the South China Sea . Due to heavy local rainfall is often occur in the Kuantan area , Kuantan River as main river basin is cannot longer support the volume of the rainfall will causing the flood to the areas surrounding. It is getting worse year by year with heavy rainfall especially at low level area cause of clog drain, design failing, wrong estimation and other natural causes. Besides, the rainfall data in MSMA 2 has not been updated by JPS and it is not reliable to be used as a reference for any hydraulic design. In MSMA 2, only one station which is Sg.Lembing P.C.C.L Mill represent Kuantan district and its intensity parameter will be used for the development project along the Kuantan River Basin. That way may affect the value of intensity should be used for that location area. Thus, the purpose of this study is to develop intensity-duration-frequency (IDF) curve for all 10 station along the Kuantan River Basin based on historical data. Also, to analyse the appropriate frequency analysis in developing IDF curve for Kuantan River Basin and also to compare the rainfall intensity values between MSMA and appropriate frequency analysis for IDF curves. The rainfall data that required for construction of IDF curve is from the Department of Irrigation and Drainage (DID). The data period of 5 minutes to 7200 minutes starting on year 1971 to year 2015. To designing IDF curve, process involved are find the value of mean, standard deviation, frequency factor, rainfall depth and intensity value for 2, 5, 10 ,20, 50 and 100 years return period for both methods Gumbel and Log-Pearson Type III. The range percent of difference intensity between MSMA and new IDF curve is (0.0493%-98.1556%). It is cause by the location of new station either far away or near with the station Sg.Lembing P.C.C.L Mill. Gumbel and Log-Pearson Type III method is used to compare whether it is appropriate to be used for construction of IDF curve for Kuantan River Basin. So, in order to test the accuracy of both methods, Kolmogorov Smirnov (KS) was be used for fitting distribution. Based on the result, mostly Log-Pearson Type III test which is 0/120 test was rejected while Gumbel Distribution showed to fit the graph than Log-Pearson Type III by that accept 120/120 test. So, Gumbel is accepted 100% from all test in Gumbel that can be acceptable compared to LPT III. |
| 610 20 - SUBJECT ADDED ENTRY--CORPORATE NAME |
|---|
| 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/4077">http://ecollib.ump.edu.my/id/eprint/4077</a> |
| Public note |
Access in library only |