| 000 | 01887nam a2200253 a 4500 | ||
|---|---|---|---|
| 001 | vtls000052156 | ||
| 003 | KUKTEM | ||
| 005 | 20251114204442.0 | ||
| 008 | 110321t2010 my da f m 000 0 eng d | ||
| 020 | _aTHE0002996(Local) | ||
| 039 | 9 |
_a201905141043 _bzul _c201110041238 _dFida _c201107140039 _dVLOAD _y201103211204 _zFida |
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| 040 | _aUMP | ||
| 090 | _aTC970 .N33 2010 rs Bc. | ||
| 100 | 0 | _aNurul Nabila Mohd Ilhami | |
| 245 | 1 | 0 |
_aFlow analysis of drains at Universiti Malaysia Pahang using Infowork CS / _cNurul Nabila Mohd Ilhami |
| 246 | 3 |
_aFlow analysis of drains at Universiti Malaysia Pahang using Infowork CS _h[computer file] |
|
| 260 |
_aKuantan, Pahang : _bUMP, _c2010 |
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| 300 |
_axv, 85 p. : _bill. (some col.) ; _c30 cm. + _e1 computer disc |
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| 502 | _aProject paper (Bachelor of Civil Engineering) -- Universiti Malaysia Pahang - 2010 | ||
| 520 | 3 | _aFlooding and overflow of water is the main problem that always occurs in east coast area at the end of every year. It is because of the rainfall intensity at east coast is larger compare to west area. Universiti Malaysia Pahang (UMP) which is situated at east coast also had faced this problem but not at alarming level. This study is to determine the ability of drain to carry water discharge and runoff in Universiti Malaysia Pahang Gambang Campus. All data were analyzed using a few equations which is Rational Method and Manning’s Equation. Then, the Infoworks CS software also was used to determine the problematic drain. The result indicated that there were a few problematic drains in UMP. A few recommendations such as redesign the drain and maintenance of drain measures have been made which may suitable to overcome the problem. | |
| 650 | 0 | _aDrainage | |
| 650 | 0 |
_aDrainage _xComputer programs |
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| 999 |
_aVIRTUA40 _c2288 _d2294 |
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| 999 | _aVTLSSORT0080*0200*0400*0900*1000*2450*2460*2600*3000*5020*5200*6500*6501*9992 | ||