mlib
Civil/Environmental
- Mar 14, 2003
- 6
I am designing an 8-inch dimaeter siphon spillway for a small reservoir (about 5 acre-feet). The spillway will be for emergency draw-down only. Under normal conditions the flow is regulated through a spillway channel at one end of the dam. This siphon will only be operated once a year and in emergencies if the spillway channel is overwhelmed. My two main design considerations are vandalism resistance and zero leakage, but I also care about torque & ease of operation. I am considering a gate valve and a butterfly valve. Maybe I'm missing something but I don't see why one would be better than the other, except it seems the butterfly valve would give quicker operation. Is there a technical reason to prefer one over the other in this application?