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008 161129s2016 my ab f abm 000 0 eng d
020 _aTHE0000643(Local)
039 9 _a201905161128
_bnazirah
_c201611291002
_dsaini
_y201611291001
_zsaini
040 _aUMP
090 _aFKASA .N878 2016 r Bc.
100 0 _aNurulain Fatin Mahamed Zaidi
245 1 4 _aThe development of rainfall temporal pattern in Kuantan River Basin /
_cNurulain Fatin Mahamed Zaidi
260 _aKuantan, Pahang :
_bUMP,
_c2016
300 _axxii, [137] p. :
_bill. (some col.), maps (some col.) ;
_c30 cm. +
_e1 CD-ROM
500 _aFaculty of Civil Engineering and Earth Resources
502 _aProject Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2016
504 _aBibliography : p. [135-137]
520 3 _aIn the process of a design rainfall, information on rainfall duration rainfall temporal pattern analysis is very important especially in management of drainage design and rainfall. This study focuses on developing a temporal rainfall pattern for the Kuantan River Basin in Pahang. The existing data of rainfall temporal pattern design is not reliable because the climate change and the data of rainfall temporal pattern not renew since 2010. The rainfall temporal pattern is only divided by region in Malaysian Urban Storm Water Management Manual Second Edition (MSMA 2). This study provide rainfall distribution for the specific station area compared to the regional pattern provided in the MSMA 2. The rainfall temporal pattern were developed using Average Variability Method (AVM) which is sorted by rank 10 highest total rainfall data until the lowest one and Huff Time Distribution Method (HTDM) which is divided into four quartile. There are 10 number of station was selected. Data of every 5 minutes rainfall event for 16 years starting from 2000 to 2015 were gathered from Department of Irrigation and Drainage (DID) for purpose of this study. The temporal rainfall patterns developed are for 15 minutes, 30 minutes, 60 minutes, 180 minutes and 360 minutes duration. However, for HTDM only 60minutes, 180minutes and 360minutes rainfall duration are were selected. It is because the data of event need to divide into four quartile. The results show that the differences the rainfall temporal patterns of Kuantan River Basin developed in the study using method of Average Variability Method with the available value in MSMA 2 for the region of Pahang (Region 2). All station shows the different in the range 1%-1800% which is too high. It is because of specification area in developing the rainfall temporal pattern. The percentage of different increased since the duration of rainfall are increased. The rainfall temporal pattern develop in this study is specific on each station in Kuantan River Basin while the rainfall temporal pattern develop in the MSMA 2 is based on the region.
610 2 0 _aFaculty of Civil Engineering and Earth Resources
_xDissertations
650 0 _aUniversities and Colleges
_xDissertations
650 0 _aTheses
999 _aVIRTUA40
_c6739
_d6745
999 _aVTLSSORT0080*0200*0400*0900*1000*2450*2600*3000*5000*5020*5040*5200*6100*6500*6501*9992