Weir formula (Water Overlay)
Revision as of 11:37, 20 March 2020 by Frank@tygron.nl (talk | contribs)
Flow across weirs is calculated differently for free flow and submerged flow.
The height of the water at each end of the weir, relative to the weir, is calculated:
Based on the relative water heights, the weir is judged to have either a submerged flow or a free flow, based on the following ratio:
- if
For free flow, capacity is calculated directly:
For submerged flow, the following calculation is used:
Finally the actual amount of water flow is calculated:
Where:
- = The height of the water column relative to the top of the weir, on the side with the highest water level.
- = The height of the water column relative to the top of the weir, on the side with the lowest water level.
- = The water level on the left side of the weir, relative to datum.
- = The water level on the right side of the weir, relative to datum.
- = The WEIR_HEIGHT of the weir.
- = Dutch weir factor, set to 1.7.
- = The WEIR_COEFFICIENT of the weir.
- = The WEIR_WIDTH of the weir.
- = The potential rate of water flow across the weir.
- = The ratio of water heights on either side of the culvert.
- = The potential rate of water flow across the weir, based on a free flow calculation.
- = The potential rate of water flow across the weir, based on a submerged calculation.
- = Loss coefficient for submerged weirs, set to 0.9.
- = Flow area, based on the highest water column height relative to the top of the weir, and WEIR_WIDTH of the weir.
- = Acceleration factor of GRAVITY, defined for the Water Overlay.
- = The water flow which takes place.
- = Computational timestep.
- = Cell size.
Related
The following topics are related to this formula.
- Structures
- Weir
- Models
- Surface model