Setting up a dummy Win TR-20 Reach

[ALBUD1962]

I am trying to model some hydrology which includes a seep at a fixed base flow (50 GPM) and a diversion of flow from a channel to a small pipe (appox. 1000 gpm or 2.2 cfs)
What is the best way to model this in Win TR-20?
I don't have any cross sectional information for a reach.
Is there way to link flows without introducing geometric parameters to the reach module?

 

[ALBUD1962]

Anyone able to provide any help?

Al Budinsky
Skelly and Loy
Harrisburg, Pa

 

[francesca]

I had my first taste of Win TR-20 yesterday and I hope it's my last. Do you have to use Win TR-20? Would Win TR-55 maybe work? Or perhaps something that's not free?

 

[ALBUD1962]

This is a state submission for Maryland and they require a TR-20 Model. I was able to model the hydrology in Hec HMS with similar results so I am going to request permission for using HEC HMS.

Al Budinsky
Skelly and Loy
Harrisburg, Pa