Siphons: Difference between revisions
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#Is there an alternate means to passively control reservoir level to prevent overfilling? | #Is there an alternate means to passively control reservoir level to prevent overfilling? | ||
#Can the siphon reasonably be used for emergency drawdown if needed (in combination with pumps in some cases)? | #Can the siphon reasonably be used for emergency drawdown if needed (in combination with pumps in some cases)? | ||
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References | References | ||
*[https://3.238.206.13/images/f/f2/Simple_Steps_to_Siphoning.pdf Simple Steps to Siphoning] | *[https://3.238.206.13/images/f/f2/Simple_Steps_to_Siphoning.pdf Simple Steps to Siphoning] | ||
*[https://3.238.206.13/images/d/d9/Guidelines_for_Use_of_Pumps_and_Siphons_for_Emergency_Reservoir_Drawdown.pdf Guidelines for Use of Pumps and Siphons for Emergency Reservoir Drawdown] | *[https://3.238.206.13/images/d/d9/Guidelines_for_Use_of_Pumps_and_Siphons_for_Emergency_Reservoir_Drawdown.pdf Guidelines for Use of Pumps and Siphons for Emergency Reservoir Drawdown] | ||
*[https://3.238.206.13/images/9/9c/Drawdown_System_Selection_Flow_Chart.pdf Drawdown System Selection Flow Chart] | *[https://3.238.206.13/images/9/9c/Drawdown_System_Selection_Flow_Chart.pdf Drawdown System Selection Flow Chart] |
Revision as of 16:02, 27 June 2022
Many older dams were not constructed with a means of draining the reservoir. Lowering the reservoir may be needed for temporary construction, for emergency response, or when regular releases aren't needed. Siphons can be a low-cost means of providing a reservoir outlet if one does not exist. The key operational parameters are: (1) the required hydraulic lift cannot exceed the effective local atmospheric pressure adjusted for vapor pressure and frictional losses; (2) the discharge point of the siphon must be lower in elevation than the body of water to be siphoned; (3) the pipe or hose used for the siphon must be designed to operate at less than atmospheric pressures; (4) siphon outlets should only be used when there are no other feasible options; and (5) siphon outlets are difficult to prime.
Siphon Stories
- Siphons when regular releases aren't needed
- Siphoning May Not Always Be Possible
- Low Pressure During Siphoning Can Collapse Pipe
- Pump... or Siphon?
- Siphons can pose Reservoir Level Control Challenges.
Siphon as an Outlet Replacement
4 Key Questions that must have a Yes answer:
- Is the dam small enough and at a low enough elevation so that the use of a siphon is physically possible?
- Will abandonment of the original outlet works not impact the reservoir's ability to pass the required inflow design storm (dictated by regulatory agencies)?
- Is there an alternate means to passively control reservoir level to prevent overfilling?
- Can the siphon reasonably be used for emergency drawdown if needed (in combination with pumps in some cases)?
References