133H2 TAKS 23MM FLATCIM COS 2 H 8 m SH D₂ = ? ataia 19r bellso oriz 02,268 to fuo nsa 160 2 bnail Oy noria of babibeb sH

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133h2 Taks 23mm Flatcim Cos 2 H 8 M Sh D Ataia 19r Bellso Oriz 02 268 To Fuo Nsa 160 2 Bnail Oy Noria Of Babibeb Sh 1 (144.73 KiB) Viewed 13 times

133H2 TAKS 23MM FLATCIM COS 2 H 8 m SH D₂ = ? ataia 19r bellso oriz 02,268 to fuo nsa 160 2 bnail Oy noria of babibeb sH .nsv lonsq air ridiw 3niog gnisem edi 16 bevins 258 6 01 nov lensq zito Xn61 263 or mont enilozsg emoz 9.1) noriqia grit to 19temsioso 2 brisht oy or gnimsiznis D₁ = 50 mm (21niog 02) .mn 2 21 britiw of smiteris enimete0 (6 smilozes in 1 nso 26g edi 20 m ZORAHO Water Y DART MOITADU03 SOS 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 AX3 at 1, find the diameter of the pipe at section 2. (50 points) g = 9.81 m/s²) (Ywater = 9.8- 1 KN m3' AG MAXI ka 400 Diameter of the discharge section at 1 is 50 mm and section 2 is 8 m above section 1. anor 190