SMIAH
Civil/Environmental
- Jan 26, 2009
- 482
I am reviewing submersible pumps specifications.
Is it right to check the velocity at the end of the pipe discharge using the design flow rate? (Or this is already cover by the pump manufacturer).
I got a case where the velocity is 5 m/s in a 6'' pump discharge before going into a 10'' (pipe diameter inside the pumping station and rising main).
Is it right to check the velocity at the end of the pipe discharge using the design flow rate? (Or this is already cover by the pump manufacturer).
I got a case where the velocity is 5 m/s in a 6'' pump discharge before going into a 10'' (pipe diameter inside the pumping station and rising main).