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| 001 | vtls000102765 | ||
| 003 | KUKTEM | ||
| 005 | 20251117113347.0 | ||
| 008 | 180116s2017 my da f am 000 0 eng d | ||
| 020 | _aTHE0000645(Local) | ||
| 039 | 9 |
_a201905161407 _bnazirah _c201802091554 _dsaini _c201801221054 _dsaini _y201801161133 _zsaini |
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| 040 |
_aUMP _beng _cUMP _erda |
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| 090 | _aFKASA .N8785 2017 r Bc. | ||
| 100 | 0 |
_aNurulashikin Khalil @ Azmi, _eauthor. |
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| 245 | 1 | 0 |
_aAssessing of land use land cover impact on flood in Kemaman River Basin / _cNurulashikin Khalil @ Azmi |
| 264 | 1 |
_aKuantan, Pahang : _bUMP, _c2017 |
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| 264 | 4 | _c© 2017 | |
| 300 |
_axii, 73 pages : _billustrations (some color), charts ; _c30 cm. + _e1 CD-ROM |
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| 336 |
_atext _2rdacontent |
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_atext _2rdacontent |
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_aunmediated _2rdamedia |
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_acomputer _2rdamedia |
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_acomputer disc _2rdacarrier |
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_atext file _bPDF _2rda |
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| 500 | _aFaculty of Civil Engineering and Earth Resources | ||
| 502 | _aProject Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2017 | ||
| 504 | _aIncludes bibliographical references | ||
| 520 | 3 | _aLand use land cover (LULC) changes affected the hydrological cycle and water yield availability. Water yield increase up to 190% after forest clearing for agricultural activity in Peninsular Malaysia. Access water-yield could be able flooding any area. The study main objective were assessing of LULC impact on flood in Kemaman River Basin. To achieve the study main objective, the specific study were performed as follows, to analyse the rainfall, actual evapotranspiration (AET) and water surplus (water-yield), and the LULC impact on flood in Kemaman River Basin. In December 2014 flood was greater than the flood in December 2013. This is due to the high intensity of rainfall 1477.8 mm and 94% (1385.9 mm) from the product water. In addition, a reduction in stand LULC vegetative (11.07% in 2013 to 9.11% in 2014) due to crop and replanting activities is shown by the reduction of AET (99.55 mm in 2013 and 91.96 mm in 2014). From these findings, it is recommended replanting scheme is taken into account in the design of non-structure flood mitigation. | |
| 610 | 2 | 0 |
_aFaculty of Civil Engineering and Earth Resources _xDissertations |
| 650 | 0 |
_aUniversities and Colleges _xDissertations |
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| 650 | 0 | _aTheses | |
| 999 |
_aVIRTUA40 _c7359 _d7365 |
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