The dia. shows a tank that is drained by a horizontal pipe. Calculate the pressure head at point (2) when the valve is o
Posted: Sun Jul 10, 2022 11:43 am
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)