- ahmad alhayek

 

Orange O flo Cdn.fbsbx.com SHARE Ref Demand Flow Estimated Measured Length of Effective Pipe Pressure Total Pressure Final Units if Rate Pipe Dia. Pipe Run Pipe Equal Pipe Pressure Consumed Pressure Available Pipe to Length Loss Col. 7 x 8 Consumed at End of Size required (VS) mm) (m) Resistances Col. 5 (Pa/m) (Pa) (PaO Section (Pa) mm 0.9 28 8.0 Factors for 8 2.09 250 12,613 2.613 Static 28 fittings: 0.09 pressure No Ext 3m x large vessel 9810 0.4 29,430 No Gate Valve ess. 0.3 Available No. Bend 29,430 2,613 I No. 28 x 28 6,817 x 22 tee 3 Pa 0.2 Total TELL, Total 5 x le 9 x 1.1 2.09 m 0.6 28 3.0 No.28 x 22 3.0 2,070 2,613 28 atic x 22 tee 0.45 2,070 pressure 3.45 m 4.683 6m x 0.20 with 28 x 22 9810 58,860 reducer Az Al ess. Available x 0.0 58,860 x 0.014 683 0.617 44,177 gives Pa 0.25 Total 0.45 T.E.L Total x lc 0.45 x 1.0 0.45m 0.3 22 7.0 No Bend 7.0 4.2 625 7,000 4,683 Static 1.2 m 7.000 pressure No, Angle 21,683 9 m x valve bath 9810 ap 5.0 88,290 ess. Available 88,29) Total 6.0 21,683 T.E.L 66,607Example: Determine suitable pipe sizes for the system shown below. The building is a three-storey Nursing Home DATA Copper pipe is to be used Flow rates are to be obtained from above Table Cold Water Storage Tank 5 m Bath Private Bath 3 Private Bath m 3 (Private) Ref Demand Flo Estimated Measured Length of Effective Pipe Pressure Total Pressu Final Consumed Pressure Units if Rate Pipe D Pipe Ru Pipe Equal Pipe able Pipe Length Col. 7x 8 Consumed at End o requi Resistance Col ,5 Palm) Section mm) 0,9 8.0 Factors for 8+ 209 2613 28 0.09 fittings: No,Exi 3m x large vessel 29.430 No,Gate

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ahmad alhayek تصميم ahmad alhayek جميع الحقوق محفوظة 2016

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