Q out > Q in? - HYDROCAD
Q out > Q in? - HYDROCAD
(OP)
I have a situation where the peak flow OUT is calculated to be slightly larger than the flow IN.
Logically, i'm not sure i can think of a scenario where this makes sense... I've tried finer routing, and several different types of minor adjustments but cannot change the situation.
The township reviewer is questioning this, and i just wanted to know if there was a way to fix it, or justify that it can happen?
If it helps, specifically, the "pond" in question with the curious flows is actually and roadway inlet with a discharge pipe and the ponded area is the lowpoint in the road. There is both piped and overland flows directed toward the inlet.
Logically, i'm not sure i can think of a scenario where this makes sense... I've tried finer routing, and several different types of minor adjustments but cannot change the situation.
The township reviewer is questioning this, and i just wanted to know if there was a way to fix it, or justify that it can happen?
If it helps, specifically, the "pond" in question with the curious flows is actually and roadway inlet with a discharge pipe and the ponded area is the lowpoint in the road. There is both piped and overland flows directed toward the inlet.





RE: Q out > Q in? - HYDROCAD
What is the exact warning message(s)? Also be sure to review any other warnings, such as "storage exceeded", which can trigger oscillations.
Otherwise I would need to see your HydroCAD project file. You can post it here or send it directly to HydroCAD support.
Peter Smart
HydroCAD Software
www.hydrocad.net
RE: Q out > Q in? - HYDROCAD