workingweekends
Civil/Environmental
- Mar 20, 2015
- 35
Vertical pipe with flared end is used as a glory hole to return the supernatant of a pond to disinfection. Need to accurately determine the flow per height above the crest to establish the ponds capacity for attenuation.
I feel tempted to use the broad crested weir equation and call it a day but its more like a micro spillway. Not sure what equation to use.
Ideas? References?
I feel tempted to use the broad crested weir equation and call it a day but its more like a micro spillway. Not sure what equation to use.
Ideas? References?