1 A reducer (Peopper = 8300 kg/m) is employed copper to increase the velocity of dirty...

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1 A reducer (Peopper = 8300 kg/m²) is employed copper to increase the velocity of dirty water CP dirty to as the dirty water Flows From a bigger pump Від pipe. Small pipe (diameter = 0.2032 m C diameter = 0.1016m) The walls of a reducer has angle of effective their volume the selected of reducer and pipes is Control volume, it is known Volume of the conical reducer and pipes F BIG PIPE REDUCER #Except for head loss caused by reducer, all Frictional losses Can be ignored 10° are 10°. The Sum of M ✔ 0.49m³ For that the empty 4.78m² SMALL PIPE (2) 790 kg/m²) smaller pipe water = a Dirty Water Flow rate = 0.043 m³/s Pressure ahead of reducer = 378 kpa gange I Control Volume a) Write & assumptions that simplify calculations b) Find velocity at point @ & Ⓒ. Identify I e A Components of all velocities? resolved c) Find head loss System hL reducer= PERATORGI Where V2 K Co g = OF reducer as well as entire piping. 2 K V₂ 29 Velocity at Point 2 resistant gravity acceleration Coe FFicient 24 1 A reducer (Peopper = 8300 kg/m²) is employed copper to increase the velocity of dirty water CP dirty to as the dirty water Flows From a bigger pump Від pipe. Small pipe (diameter = 0.2032 m C diameter = 0.1016m) The walls of a reducer has angle of effective their volume the selected of reducer and pipes is Control volume, it is known Volume of the conical reducer and pipes F BIG PIPE REDUCER #Except for head loss caused by reducer, all Frictional losses Can be ignored 10° are 10°. The Sum of M ✔ 0.49m³ For that the empty 4.78m² SMALL PIPE (2) 790 kg/m²) smaller pipe water = a Dirty Water Flow rate = 0.043 m³/s Pressure ahead of reducer = 378 kpa gange I Control Volume a) Write & assumptions that simplify calculations b) Find velocity at point @ & Ⓒ. Identify I e A Components of all velocities? resolved c) Find head loss System hL reducer= PERATORGI Where V2 K Co g = OF reducer as well as entire piping. 2 K V₂ 29 Velocity at Point 2 resistant gravity acceleration Coe FFicient 24

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