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008 080616s2007 my f 001 0 eng|d
020 _aTHE0003600(Local)
039 9 _a201905152038
_bzulaiha
_c201111251031
_dFida
_c201111251030
_dFida
_c201107132223
_dVLOAD
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_zfara
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
300 _ax, 82 p. :
_bcol. ill. ;
_c30 cm.
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
999 _aVTLSSORT0080*0200*0400*0900*1000*2450*2600*3000*5020*5200*6500*9992