mflam
Civil/Environmental
- Apr 12, 2005
- 30
We have a 24 inch diam force main on a waste water pump station.
The length of the pressure line is 5,800 lf. In profile the line has two low points before discharge to a chamber. Gravity flow takes over.
From the point of discharge to the most distant low point is 2,200 lf.
There is evidence that the low points are becoming restricted by sedimentation.
It is very difficult to take the force main out of service.
I believe we could clean the line while it is still in service.
If a high pressure hose could be pushed into the force main 2,200 feet, counter to the direction of flow, the jet would suspend the sediment. While the jetting was taking place, the pumping rate could be increased to scour the solids out.
Has anyone done this type of cleaning?
The length of the pressure line is 5,800 lf. In profile the line has two low points before discharge to a chamber. Gravity flow takes over.
From the point of discharge to the most distant low point is 2,200 lf.
There is evidence that the low points are becoming restricted by sedimentation.
It is very difficult to take the force main out of service.
I believe we could clean the line while it is still in service.
If a high pressure hose could be pushed into the force main 2,200 feet, counter to the direction of flow, the jet would suspend the sediment. While the jetting was taking place, the pumping rate could be increased to scour the solids out.
Has anyone done this type of cleaning?