mac114
Mechanical
- Nov 20, 2007
- 2
Hi there,
Does anyone have a formula for calculating the flow discharging from a hydrostatic bellmouth (for a given difference between the TWL in the adjacent tank and the bellmouth level, including the losses through the connecting pipework)?
The specific application that I am concerned about at the moment is desludging a humus tank in a wastewater treatment works. I am concerned that the system might be too sensitive (when adjusting the height of the bellmouth in relation to the TWL in the humus tank). I.E. When the bellmouth is lowered 1mm the flow might increase 10L/s.
Many thanks.
Does anyone have a formula for calculating the flow discharging from a hydrostatic bellmouth (for a given difference between the TWL in the adjacent tank and the bellmouth level, including the losses through the connecting pipework)?
The specific application that I am concerned about at the moment is desludging a humus tank in a wastewater treatment works. I am concerned that the system might be too sensitive (when adjusting the height of the bellmouth in relation to the TWL in the humus tank). I.E. When the bellmouth is lowered 1mm the flow might increase 10L/s.
Many thanks.