| 000 | 02611ntm a2200289 a 4500 | ||
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| 001 | vtls000092054 | ||
| 003 | KUKTEM | ||
| 005 | 20251117113309.0 | ||
| 008 | 151117t2015 my da f ab z 000 0 eng d | ||
| 020 | _aTHE0000654(Local) | ||
| 039 | 9 |
_a201905161412 _bnazirah _c201711301425 _dfateeha _y201511171010 _zasma |
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| 040 | _aUMP | ||
| 090 | _aFKASA .R33 2015 r Bc. | ||
| 100 | 1 | _aRabiatul Arbaiyah Ruslan | |
| 245 | 1 | 0 |
_aCalibrating a HEC-RAS model of V-Notch weir as inline structure using open channel flume flow method and its application for sediment transport / _cRabiatul Arbaiyah Ruslan |
| 260 |
_aKuantan, Pahang : _bUMP, _c2015 |
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| 300 |
_axiv, 50 p. : _bill. (some col.) ; _c30 cm. + _e1 CD ROM |
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| 500 | _aFaculty of Civil Engineering and Earth Resources | ||
| 502 | _aProject Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2015 | ||
| 504 | _aBibliography : p. 49 | ||
| 520 | 3 | _aThe Hydrologic Engineering Center’s River Analysis System (HEC- RAS) is a one-dimensional computer model intended to perform hydraulic calculations for a network of open channels. This model is widely available, free of cost and the most commonly used hydraulic model in the United States. Most HEC-RAS models are steady state. Unsteady flow analysis in HEC-RAS differs in many ways from the traditional steady state analysis. The main objective of this study is to compare the results of the water surface profile between HEC-RAS and the laboratory experiment. The procedure and methodology to collect the data are described. HEC-RAS will determine the water surface profile with three different discharge and manning value. The data is collected along the flume with V-notch weir is placed at fixed point. After the laboratory work is done, the computational work will obtained the result and the comparison is made. HEC-RAS’s result will determine whether it is reliable to use. The prediction of sediment transport in the upstream is determined in this study. From the result and discussion the appropriate manning value is 0.010 s/m1/3 with the value of root mean square error of 0.026358m from the upstream. The sediment transport is occur at the upstream. This research can be conclude that HEC-RAS is reliable to be used | |
| 610 | 2 | 0 |
_aFaculty of Civil Engineering and Earth Resources _xDissertations |
| 650 | 0 |
_aUniversities and Colleges _xDissertations |
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| 650 | 0 | _aTheses | |
| 856 | 4 | 0 |
_uhttp://ecollib.ump.edu.my/id/eprint/25102 _zAccess in library only |
| 999 |
_aVIRTUA40 _c6298 _d6304 |
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