133H2 TAKS FT23M3M18 RAY HART MOITASU09 SSOS-ISOS MAHO 2. Flow is ideal & steady through the pipe shown in the figure. U

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133h2 Taks Ft23m3m18 Ray Hart Moitasu09 Ssos Isos Maho 2 Flow Is Ideal Steady Through The Pipe Shown In The Figure U 1 (174.64 KiB) Viewed 14 times

133H2 TAKS FT23M3M18 RAY HART MOITASU09 SSOS-ISOS MAHO 2. Flow is ideal & steady through the pipe shown in the figure. Using a mercury U-tube manometer, the pressure at section 2 is determined as 71.60 kPa If the water level of the large reservoir is 20 m above the discharge section X3 at 1, find the diameter of the pipe at section 2. (50 points) Water T-RAATOIM FOR CO KN (Ywater = 9.8- g = 9.81 m/s²) AC MAXI Димятниби m3, 400 Diameter of the discharge section at 1 is 50 mm and suc section 2 is 8 m above section 1. action 2 is 8 2 8 m HD₂ = ?staia 19r bellso oriz 02,268 to Juo nsa 160 2 bnail TOY norizof bsbibeb sH.nsv lensq ziri ritiw tniog gnijs9m 9d1 ts bovine lodin03 25g 6 01 nov lensq aid to n61 263 or moit snilozsg amoa si) noriqia grif to 19tamsia.150 a bright buoy or gimstans D₁ = 50 mm (21nioq 02) mm 221 pilozes 10 itiw of smiterii enimmste ńso 268 sdi edito intog fesrigid srit 16 9102291 ilk 20 m