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008 080701s2007 my f 001 0 eng|d
020 _aTHE0001471(Local)
039 9 _a201905240916
_basmadi
_c201107132027
_dVLOAD
_c200908141454
_dVLOAD
_c200908141425
_dVLOAD
_y200807010940
_zfara
040 _aUMP
090 _aGB980 .M84 2007 rs Thesis
100 0 _aMuhammad Zularif Zulkefle
245 1 0 _aCase study on rainfall-runoff relationship at Sungai Isap /
_cMuhammad Zularif bin Zulkefle
260 _aKuantan, Pahang :
_bUMP,
_c2007
300 _axvi, 71 p. :
_bcol. ill. ;
_c30 cm.
502 _aProject paper (Bachelor of Civil Engineering) -- Universiti Malaysia Pahang - 2007
520 3 _aThe study area is located at Sungai Isap, Kuantan, Pahang. The peak flow increased rapidly because most of the natural land has been converted to be concrete surface and this phenomenon increases the surface runoff. The first objective of the study is to collect rainfall and water level data at study area. Other objective is to analysis the relationship between rainfall pattern and water level at stud area. Rainfall intensity and water level is the most important parameter for this study. The equipment used for collecting water level data is Global Water Logger and for rain gauge is Rainfall Logger ISCO 4250. All data are collected within a month from 15 September 2007 until 22 October 2007. Based on the hyetograph analysis, the water level and rainfall depth have been analyses by considering the tide level to study the rainfall-runoff relationship. Then the relationship between rainfall pattern and water level have been analyses by using Rational Method using the parameter to estimate the peak flow discharge value. From the data analysis, when the rainfall intensity increased, the water level will also increase proportionally. Through this analysis, the relationships between rainfall pattern and water level have been shown. -Author.
650 0 _aRunoff
_xmathematical models
650 0 _aRain and rainfall
_xMathematical models
999 _aVIRTUA40
_c638
_d644
999 _aVTLSSORT0080*0200*0400*0900*1000*2450*2600*3000*5020*5200*6500*6501*9992