Hydrodynamic routing?

[rdisacks]

Does this calculation method for routing work fine with SSA?  I'm using it to model my storm sewer system and detention ponds, but it seems to be giving me odd data at the outflow and some of the pipe links.........For one pipe link, it has the Design Cap @ 930 lps and the Peak Flow @ 675 lps. But it also shows that it is surcharged??? The upstream and downstream pipes are both the same size.....

[diegoal]

Hello, are you still using hydrodynamic routing model? 

We are experiencing some results inconsistences too.

Did you managed to work with it?

Thanks,

[rdisacks]

I just managed to work with it - With SSA I came across multiple areas of error within the program. For example: I noticed that when you look at the runoff volume results from a hydrgraph - it said the volume was in cubic meters, but when I looked at it closer - the units were actually Liters....

[diegoal]

Ok.

So it's our turn to try to deal with it. 🙂

Thanks!

[Hidden_Brain]

Can you share your model?