- 20 M 8 M D Water D 50 Mm 1 2 Flow Is Ideal Steady Through The Pipe Shown In The Figure Using A Mercury U Tube Ma 1 (40.99 KiB) Viewed 25 times
20 m 8 m D₂ Water D₁ = 50 mm 1 2. Flow is ideal & steady through the pipe shown in the figure. Using a mercury U-tube ma
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20 m 8 m D₂ Water D₁ = 50 mm 1 2. Flow is ideal & steady through the pipe shown in the figure. Using a mercury U-tube ma
20 m 8 m D₂ Water D₁ = 50 mm 1 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 it the water level of the large reservoir is 20 m above the discharge section at 1, find the diameter of the pipe at section 2. (50 points) (Ywater = 9,8 N 99.81 m/s²) Diameter of the discharge section at 1 is 50 mm and section 2 is 8 m above section 1.