JSiteDznr
Civil/Environmental
- Nov 12, 2018
- 18
Hello!
In HydroCAD, If my subcatchment has a time of concentration with channel flow that leads to pipe flow is it necessary to connect the subcatchment to a channel (reac node) that then connects to a culvert (pond node)or am I double counting something? Seems like I would need the nudes as well since Time of concentration is only used to calculate the peak flow of the watershed.
Thank you!
In HydroCAD, If my subcatchment has a time of concentration with channel flow that leads to pipe flow is it necessary to connect the subcatchment to a channel (reac node) that then connects to a culvert (pond node)or am I double counting something? Seems like I would need the nudes as well since Time of concentration is only used to calculate the peak flow of the watershed.
Thank you!