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008 161124s2016 my ab f abm 000 0 eng d
020 _aTHE0000480(Local)
039 9 _a201905151521
_bnazirah
_c201712131213
_dfateeha
_y201611241640
_zsaini
040 _aUMP
090 _aFKASA .I57 2016 r Bc.
100 0 _aNur Insyirah Izzati Omar
245 1 0 _aStudy on bed load pattern at Lebir River after 2014 flood /
_cNur Insyirah Izzati Omar
260 _aKuantan, Pahang :
_bUMP,
_c2016
300 _axvi, 88 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. 68-70
520 3 _aThe purpose of this research was to identify the size and types of sediment at Lebir River after 2014 flood, to analyse the bed load discharge of Lebir River using selected method and to identify the sediment pattern/bed load pattern due to sedimentation process. The study conducted at 5 stations at Lebir River. The rainfall precipitation in December 2014 showed that the maximum rainfall event will cause the high amount of rainfall precipitation and will increase the production of bed load transport. Therefore, the surface erosion also gives contribution to the increase of sediment transport and had become the one of main problem at Lebir River after flood in December 2014. The bed load pattern at each point were identified through the sedimentation process. The bed load pattern gave the variation of sediment transport modes at Lebir River. The bed load discharge were evaluated using three different formulas which were Meyer Peter and Muller, Schoklitsch and Duboys equation. From the analysis of the results of each of the formula, Meyer Peter and Muller can be used to predict bed load transport for Lebir 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/4055
_zAccess in library only
999 _aVIRTUA40
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