| 000 | 02414nam a2200229 a 4500 | ||
|---|---|---|---|
| 001 | vtls000029553 | ||
| 003 | KUKTEM | ||
| 005 | 20251114204509.0 | ||
| 008 | 080616s2007 my f 001 0 eng|d | ||
| 020 | _aTHE0003600(Local) | ||
| 039 | 9 |
_a201905152038 _bzulaiha _c201111251031 _dFida _c201111251030 _dFida _c201107132223 _dVLOAD _y200806161600 _zfara |
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| 040 | _aUMP | ||
| 090 | _aTJ933 .N67 2007 rs Thesis | ||
| 100 | 0 | _aNorasyikin Asril | |
| 245 | 1 | 0 |
_aStudy of pipe network in Taman Seri Mahkota Aman, Gambang, Pahang using Hardy Cross method / _cNorasyikin Asril |
| 260 |
_aKuantan, Pahang : _bUMP, _c2007 |
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| 300 |
_ax, 82 p. : _bcol. ill. ; _c30 cm. |
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| 502 | _aProject paper (Bachelor of Civil Engineering) -- Universiti Malaysia Pahang - 2007 | ||
| 520 | 3 | _aCommonly the pipelines of water distribution system can be divided into three functional categories which are trunk mains, principal feeder mains and distribution mains. This study presents analysis of pipeline system that focusing on residential house at Taman Seri Mahkota Arnan, Gambang, Pahang. This study cover on water demand of the study area, flow analysis of the pipeline system and the maximum of development can be build by the developer and the water storage tank can cater. Existing residential and other development need to be considered in the analysis so the current water demand of the area can be defmed. It is often necessary to decide the type of pipe and diameter of pipe used in the existing pipeline system. The analysis for pipeline system used the Hardy Cross Method that is the easy method for manual calculation and the area have to be assume as flat area (Gradient = 0°) and the head loss is not being considered. In the real work, for area that has more than 4 loops, the analysis by using software will be applied. All the data such as area plan view, water tank capacity and maximum water demand has been collected at local authority such as Jabatan Bekalan Air, Kuantan (Daerah) and Majlis Perbandaran Kuantan (MPK). Based on the analysis, some of the areas in Taman Seri Mahkota Arnan do not meet the water demand that probably leads to water crisis. If there is water crisis in this area, the water storage tank still can supply for all area maximum in one day. -Author | |
| 650 | 0 |
_aPipelines _xDesign and construction |
|
| 999 |
_aVIRTUA40 _c3043 _d3049 |
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| 999 | _aVTLSSORT0080*0200*0400*0900*1000*2450*2600*3000*5020*5200*6500*9992 | ||