Setting up a dummy Win TR-20 Reach
Setting up a dummy Win TR-20 Reach
(OP)
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?
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?





RE: Setting up a dummy Win TR-20 Reach
Al Budinsky
Skelly and Loy
Harrisburg, Pa
RE: Setting up a dummy Win TR-20 Reach
RE: Setting up a dummy Win TR-20 Reach
Al Budinsky
Skelly and Loy
Harrisburg, Pa