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020 _aTHE0000684(Local)
039 9 _a201905170952
_bnazirah
_c201711291045
_dsaini
_y201512011442
_zasma
040 _aUMP
090 _aFKASA .S534 2015 r Bc.
100 0 _aNur Shafikal Zakaria
245 1 0 _aDevelopment of the rainfall runoff relationship for kecau river by using HEC-HMS and it’s application to Tanum River /
_cNur Shafikal Zakaria
260 _aKuantan, Pahang :
_bUMP,
_c2015
300 _axvii, 71 p. :
_bill. (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 – 2015
504 _aBibliography : p. 68-69
520 3 _aThis study is about flood estimation model for Kecau River and Tanum River in Lipis, Pahang by using Hydrological Modeling System (HEC-HMS). HEC-HMS is tool for analyzing and simulating rainfall and runoff process. HEC-HMS version 4.0 is used in this study to simulate stream flow for Kecau River basin and applied to Tanum River basin since both river have same characteristic. Rainfall and stream flow data that used in this study is from 1999 until 2014. Result of simulation can be generated in summary table, hydrograph and time series table. Correlation coefficient, R2 is used to measure the performance of the modeling. A model with the R2 value is nearly to 1.0 is considered as good and satisfactory. During simulation, value of R2 for station Kg Dusun, Pahang (4320401) in May 1999 is 0.4158 and in January 2010 is 0.8143. The simulated model were fit with the onserved data and show that HEC-HMS are suitable model to predict the stream flow in Tanum River
610 2 0 _aFaculty of Civil Engineering and Earth Resources
_xDissertations
650 0 _aUniversities and Colleges
_xDissertations
650 0 _aTheses
856 4 0 _uhttp://ecollib.ump.edu.my/id/eprint/9541
_zAccess in library only
999 _aVIRTUA40
_c6016
_d6022
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