Solve for area of opening.
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gutter flow rate | |
Manning's coefficient | |
roadway cross slope | |
longitudinal slope | |
flow width |
capture flow rate or interception capacity | |
curb opening length | |
curb opening width | |
flow depth at curb |
capture flow rate or interception capacity | |
curb opening length | |
depth of flow |
capture flow rate or interception capacity | |
curb opening area | |
acceleration of gravity | |
flow depth at curb | |
opening height |
capture flow rate or interception capacity | |
grate perimeter | |
flow depth |
pipe length for complete interception | |
flow rate | |
longitudinal slope | |
Manning's coefficient | |
roadway cross slope |
gutter capture efficiency | |
capture flow rate | |
total flow rate |
gutter carry over or bypass | |
total flow rate | |
capture flow rate |
Q | = | gutter flow rate |
n | = | Manning's coefficient |
Sx | = | roadway cross slope |
S | = | longitudinal slope |
T | = | flow width |
d | = | flow depth at curb |
a | = | depressing depth |
Martin Wanielista, Robert Kersten and Ron Eaglin. 1997. Hydrology Water Quantity and Quality Control. John Wiley & Sons. 2nd ed.
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