02216ntm a2200289 a 4500 vtls000092411 KUKTEM 20251117113259.0 151201t2015 my da f abm 000 0 eng d THE0000684(Local) 201905170952 nazirah 201711291045 saini 201512011442 asma UMP FKASA .S534 2015 r Bc. Nur Shafikal Zakaria Development of the rainfall runoff relationship for kecau river by using HEC-HMS and it’s application to Tanum River / Nur Shafikal Zakaria Kuantan, Pahang : UMP, 2015 xvii, 71 p. : ill. (some col.) ; 30 cm. + 1 CD ROM Faculty of Civil Engineering and Earth Resources Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2015 Bibliography : p. 68-69 This 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 Faculty of Civil Engineering and Earth Resources Dissertations Universities and Colleges Dissertations Theses http://ecollib.ump.edu.my/id/eprint/9541 Access in library only 0 0 0 1 10000 10000 2019-09-04 0 FKASA .S534 2015 r Bc. 0000104327 2019-09-04 00:00:00 1 2019-09-04 PSM 0 0 0 1 10000 10000 2019-09-04 0 CD 9347 | FKASA .S534 2015 r Bc. 0000104328 2019-09-04 00:00:00 1 2019-09-04 PSM VIRTUA40 6016 6022 VTLSSORT0080*0200*0400*0900*1000*2450*2600*3000*5000*5020*5040*5200*6100*6500*6501*8560*9992