IFletcher
Industrial
- Jan 29, 2003
- 3
I am looking to discharge water into a large, water filled 4' deep basin at approximately 2' below the water surface from a series of holes cut into the side of a large pipe submerged within the basin. Is there a method to calculate the amount of turbulence that might be expected adjacent to the pipe within the basin? What impact would the angle of discharge have?