Hey All
I am TRYING to find a solution to a roadway drainage problem and can not find the right equation or graph
I have a curb cut in a vertical curb that is feeding a swale. I need to make sure all the roadway drainage (100%) gets off the roadway before a certain point with no bypass. No curb depression, just a 3 ft. opening in the curb.
I have tried to use a weir equation but those dont seem to account for the slope of the road or the cross slope of the road section.
anyone have any ideas?
THANKS!!!
I am TRYING to find a solution to a roadway drainage problem and can not find the right equation or graph
I have a curb cut in a vertical curb that is feeding a swale. I need to make sure all the roadway drainage (100%) gets off the roadway before a certain point with no bypass. No curb depression, just a 3 ft. opening in the curb.
I have tried to use a weir equation but those dont seem to account for the slope of the road or the cross slope of the road section.
anyone have any ideas?
THANKS!!!
