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Engineering · Mechanical Engineering
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Two reservoirs containing water are connected by a rough iron pipe as shown in the figure below Screwed Globe Valve (fully open) 10 m th 20 m Scewed Elbows The K-values of the varıous fittıngs in the system are as follows Kvalve Kelbow 065 Ewrought iron0 046 entrance 05 Kext 31Find the difference n elevatıon H of the two reservoirs Take into account all minor and (20) 3 2 Find the time needed for the two tanks to have the same level of water if the cross- section of the left (higher) and right (lower) tanks are 2 m2 and 2 5 m2 respectively and major losses the level of the lower tank Is 5 m Use the attached moody diagram to calculate the friction factor f and the density of water to be 1000 kg/m30,02 0,0181amınar O 0,016 0,014 0 05 fully turbulent - 003 o02 ti 0015 0,012 8 0,01 G,009 0,008 0 010 0008 0006 ransitıonal 0,007 O,006 0,0055 0,005 0,0045+ Concrete d002 -J s(mm) 0,3-3 0,26 00010 0 0008 H 00006 0 0004 Cast ıron galvanised iron 0,15 0 0002 0,0035トcommercial stel 0,045 f pipes 0,0015 0,079 0 0001 0 00006 0 00004 Drawn tubing ,003 FGlass, piatic smooth 033 Reo»2s 0,0025 *6a 10 Vd Reynolds number Re -

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