(1)
15 m
(2)
50 mm bore
- The Dia Shows A Tank That Is Drained By A Horizontal Pipe Calculate The Pressure Head At Point 2 When The Valve Is O 1 (189 KiB) Viewed 33 times
The dia. shows a tank that is drained by a horizontal pipe. Calculate the pressure head at point (2) when the valve is o
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The dia. shows a tank that is drained by a horizontal pipe. Calculate the pressure head at point (2) when the valve is o
The dia. shows a tank that is drained by a horizontal pipe. Calculate the pressure head at point (2) when the valve is opened closed so that flow rate is reduced to 20 Liter /sec. The pressure loss is equal to 2 J/kg. Use density of liquid is 1000 kg/m³ [5M] 202
(1)
15 m
(2)
50 mm bore
The7.359 The dia. shows a tank that is drained by a horizontal pipe. Calculate the pressure head at point (2) when the valve is opened closed so that flow rate is reduced to 20 Liter /sec. The pressure loss is equal to 2 J/kg. Use density of liquid is 1000 kg/m³ 202 [5M] (1) 15 m 50 mm bore (2)
(1)
15 m
(2)
50 mm bore
The7.359 The dia. shows a tank that is drained by a horizontal pipe. Calculate the pressure head at point (2) when the valve is opened closed so that flow rate is reduced to 20 Liter /sec. The pressure loss is equal to 2 J/kg. Use density of liquid is 1000 kg/m³ 202 [5M] (1) 15 m 50 mm bore (2)