KM
Mechanical
- Mar 27, 2000
- 64
We will be getting a new dam gate almost three times as high as an old one we already have on another dam. The detail we use to seal the existing gate on each side (where it meets the steel gain in the pier) is a stainless steel seal tube attached to the gate (hanging vertically from a chain). Water pressure presses the tube into the corner between the gate and gain when it is underwater, but the tube swings away from that corner (about half an inch or so) when it is up out of the water and no hydrostatic force is at work.
It works very well as a detail. Next to nothing for leaks, and zero maintenance. I'm wondering if we can use the same detail on the big new gate, or if the increased hydrostatic pressure is going to mean galling will become an issue.
For ballpark numbers, the gate speed is a little under 0.5 in/sec and the maximum pressure between the moving seal tube and the stationary gain will be a touch over 950 psi in the new gate. It's slow, and it is underwater (lubricated) which are all in my favour.
But how can I tell if galling is going to be a problem?
It works very well as a detail. Next to nothing for leaks, and zero maintenance. I'm wondering if we can use the same detail on the big new gate, or if the increased hydrostatic pressure is going to mean galling will become an issue.
For ballpark numbers, the gate speed is a little under 0.5 in/sec and the maximum pressure between the moving seal tube and the stationary gain will be a touch over 950 psi in the new gate. It's slow, and it is underwater (lubricated) which are all in my favour.
But how can I tell if galling is going to be a problem?