laman glenmariePERMOHONAN KEBENARAN MERANCANG PENDIRIAN BANGUNAN BAGI CADANGAN PEMBANGUNAN 1 BLOK BANGUNAN PANGSAPURI KOS SEDERHANA RENDAH 218 UNIT DAN 1 UNIT RUMAH SAMPAH DI ATAS N0 6,JALAN NOVELIS U1/89,LAMAN GLENMARIE,SEKSYEN U1,40150 SHAH ALAM,SELANGORHYDRAULIC HOSEREEL CALCULATION1.The hosereel design is based on BS 5306 Part 1 : 19762.Water required at each hosereel outlet : 6.6 igpm3.Static pressure required at each hosereel : 100 ft.head4.Design assumed 3 hosereel point run at one time, therefore the flow rate:=3 x 6.6 igpm=19.8 igpmAllowed 30% safety factor=1.3 x 19.8 igpm=25.74say30 igpm5.Pipeline frictional loss calculationItemDescriptionQuantityEquivalent Length (m)Total Equivalent Legth (m)1.Pipe Measurement3502.Bend61.593.Tee3264.Check Valve1665.Gate Valve20.91.86.Flexible Joint236TOTAL378.8 Pipe loss factor at design flow rate of 30 igpm (m/100m) =3.8 Total equivalent length x frictional loss=418.3 x 3.8100=14.39m6.Total pressure head of pump will be :i.Static pressure outlet=30mii.Static head=10miii.Frictional Loss=14.39m* Total pressure head of pump=54.39mAdding 10% of safety factor=59.83msay=60.00m=196.80ft7.The pump size will be=Igpm x Total head3960 x 0.6=2.5Hpsay=2.5Hp

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HotelCADANGAN TAMBAHAN DAN PERUBAHAN DAN MENUKAR KEGUNAAN BANGUNAN DARIPADA KEDAI PEJABAT KEPADA HOTEL BUDGET YANG MENGANDUNGI 36 BILIK PADA KEDAI 3 TINGKAT SEDIADA DI ATAS LOT PT 52 DAN LOT 53 PEKELILING BUSINESS CENTRE, JALAN 65C OFF JALAN PAHANG BARAT, KUALA LUMPUR , WILAYAH PERSEKUTUAN.HYDRAULIC HOSEREEL CALCULATION1.The hosereel design is based on BS 5306 Part 1 : 19762.Water required at each hosereel outlet : 6.6 igpm3.Static pressure required at each hosereel : 100 ft.head4.Design assumed 3 hosereel point run at one time, therefore the flow rate:=3 x 6.6 igpm=19.8 igpmAllowed 30% safety factor=1.3 x 19.8 igpm=25.74say30 igpm5.Pipeline frictional loss calculationItemDescriptionQuantityEquivalent Length (m)Total Equivalent Legth (m)1.Pipe Measurement (2.0")2502.Bend51.15.53.Tee32.36.94.Check Valve16.76.75.Gate Valve20.91.86.Flexible Joint236Total276.91.Pipe Measurement (2.5")02.Bend00.903.Tee020TOTAL0 Pipe loss factor at design flow rate of 30 igpm (m/100m) =1.0against 2.5" Dia pipe Total equivalent length x frictional loss=0m Pipe loss factor at design flow rate of 30 igpm (m/100m) =3.8against 2" Dia pipe Total equivalent length x frictional loss=10.5222m6.Total pressure head of pump will be :i.Static pressure outlet=30mii.Static head=12miii.Frictional Loss=10.52m* Total pressure head of pump=52.52mAdding 10% of safety factor=57.77msay=60.00m=196.80ft7.The pump size will be=Igpm x Total head3960 x 0.6=2.5Hpsay=2.5Hp

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Sheet2