000 03199ntm a2200349 i 4500
001 vtls000103613
003 KUKTEM
005 20251117113404.0
008 180524s2018 my a f a m 000 0 eng d
020 _aTHE0000470(Local)
039 9 _a201905151516
_bnazirah
_y201805241452
_zfateeha
040 _aUMP
_beng
_cUMP
_erda
090 _aFKASA .H57 2018 r Bc.
100 0 _aMohd Hisyam Zulkifli,
_eauthor.
245 1 0 _aUngauged flood modelling for Kuantan River Basin using HEC-HMS /
_cMohd Hisyam Zulkifli
264 1 _aKuantan, Pahang :
_bUMP,
_c2018
300 _axviii, 138 pages :
_billustrations (some color) ;
_c30 cm. +
_e1 CD ROM
336 _atext
_2rdacontent
337 _aunmediated
_2rdamedia
337 _acomputer
_2rdamedia
338 _avolume
_2rdacarrier
338 _acomputer disc
_2rdacarrier
347 _atext file
_bPDF
_2rda
500 _aFaculty of Civil Engineering and Earth Resources
502 _aProject Paper (Bachelor Degree in Civil Engineering) -- Universiti Malaysia Pahang – 2018
504 _aIncludes bibliographical references
520 3 _aFloods in the monsoon season not only affect urban catchment areas, also affect rural areas. Therefore, a study should be conducted to avoid the crisis of damage caused by floods in rural areas. All sub-basins in the Kuantan River Basin majority do not have river flow data. Only one station available to records river flow data, which is Bukit Kenau station. Therefore, a study to predict rainfall-runoff of Sungai Kuantan using the Hydrologic Engineering Center-Hydrologic Modeling System (HEC-HMS) was selected to simulate the river flow for ungauged catchment. Runoff is very important in flood studies as it characterizes river flow. The Hydrologic Engineering Center-Hydrologic Modeling System (HEC-HMS) has been chosen for the simulate as considered the best source of water resources and the easiest method to analyze and predict the flow of rain-water of the Kuantan River. The purpose of this study is to predict the flow of river water for a sub-basin that does not have a river water flow record. The Clark method was used for the entire Kuantan River Basin. This method is used to stimulate river basin flow. Therefore, rainfall data is obtained from the Drainage Department, from 1970 until 2015. The data used are rain data. The data were obtained using four (4) rain events of 1 hour, 6 hours, 24 hours and 72 hours rainfall duration with three (3) different ARI which are 2-years ARI, 10-years ARI and 100-years ARI. The SCS Curve Number in HEC-HMS is used to determine the loss of water caused by infiltration. Based on the result obtained, the highest river flow occurs in Belat sub-basin and the lowest river flows occur in the sub-basin of Sungai Isap. This is due to the largest area of rain catchment for Belat sub-basin and the smallest rain catchment area for Sungai Isap sub-basin.
610 2 0 _aFaculty of Civil Engineering and Earth Resources
_xDissertations
650 0 _aUniversities and colleges
_xDisertations
650 0 _aTheses
999 _aVIRTUA40
_c7817
_d7823
999 _aVTLSSORT0080*0200*0400*0900*1000*2450*2640*3000*3360*3370*3371*3380*3381*3470*5000*5020*5040*5200*6100*6500*6501*9992