GrahamC001
Civil/Environmental
- Jul 25, 2010
- 4
Colleagues,
I am designing a pipe siphon to effect the drawdown of a reservoir under emergency conditions. To give a sense of scale I've done a preliminary sizing at 0.5m dia.
I've struggled to find any good guidance on the design of this type of installation (there seems to be plently out there on self priming and air regulated siphons, but less on the basic 'pipe over an embankment' type).
Much of the guidance I have managed to find suggests that the downstream end needs to be submerged. This is going to be difficult in the situation I am designing for (discharge half way down the existing spillway) so my question is - why? If this is for priming, can I get away from needing it by having a valve at the downstream end which is closed during priming?
I'd also be grateful for any suggestions on a source of good design guidence on this type of siphon.
Thanks,
Graham
I am designing a pipe siphon to effect the drawdown of a reservoir under emergency conditions. To give a sense of scale I've done a preliminary sizing at 0.5m dia.
I've struggled to find any good guidance on the design of this type of installation (there seems to be plently out there on self priming and air regulated siphons, but less on the basic 'pipe over an embankment' type).
Much of the guidance I have managed to find suggests that the downstream end needs to be submerged. This is going to be difficult in the situation I am designing for (discharge half way down the existing spillway) so my question is - why? If this is for priming, can I get away from needing it by having a valve at the downstream end which is closed during priming?
I'd also be grateful for any suggestions on a source of good design guidence on this type of siphon.
Thanks,
Graham