When entering steady flow data for the different reaches, should you enter the "total" flow or should you enter the flow that will contribute to that reach upstream?
For example: If you have two reaches that are joined (one upstream (#100) and one downstream(#99)).
(#100)=181.00 cfs...
I am pretty new to HEC-HMS and I seem to be having many problems with it. I am trying to model a watershed of about 1700 acres. There are many basins, ditches and culverts in my watershed. I am having a huge problem modeling the culverts. Can I model culverts in HEC-HMS or should I leave...
I am pretty new to HEC-HMS and I seem to be having many problems with it. I am trying to model a watershed of about 1700 acres. There are many basins, ditches and culverts in my watershed. I am having a huge problem modeling the culverts. Can I model culverts in HEC-HMS or should I leave...
