133H2 TAKS 2351892 A S \ MOITAQU03 SSOS-ISOS 2. Flow is ideal & steady through the pipe shown in the figure. Using a mer

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133H2 TAKS 2351892 A S \ MOITAQU03 SSOS-ISOS 2. Flow is ideal & steady through the pipe shown in the figure. Using a mer

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133h2 Taks 2351892 A S Moitaqu03 Ssos Isos 2 Flow Is Ideal Steady Through The Pipe Shown In The Figure Using A Mer 1
133h2 Taks 2351892 A S Moitaqu03 Ssos Isos 2 Flow Is Ideal Steady Through The Pipe Shown In The Figure Using A Mer 1 (142.61 KiB) Viewed 11 times
133H2 TAKS 2351892 A S \ MOITAQU03 SSOS-ISOS 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) Water T-MARTIM kN (Ywater = 9.8. - g = 9.81 m/s²) SSOS1801 AG MANT m3, AMST 400 Diameter of the discharge section at 1 is 50 mm and suc section 2 is 8 m above section 1. von 2 is 8 m 2 D₂ = ? 8 m tai2 1971 balls) 9r2 02 268 to Juo 061 160 2 bnaint wor noriniz of bsbiosb 9H .nsv lensq ziri ritiw nioq gni99m erit 16 bovins lodins3 268 6 of nev laneq aid to Xn61 26g er mont enilozsg amoz 3.1) noriqia grit to 1919m610.160 2 brisht nuoy or gnistarst D₁ = 50 mm legig (21nioq 02) mm 2 zi britiw of smit erf snimated (6 Smilo263 10 1 ńso 268 mi 20 m 2012AH3Ma
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