HydroCAD and using weirs
HydroCAD and using weirs
(OP)
I am using HydroCAD and trying to use a box-like structure with 3 weirs, with an outlet pipe outletting the structure.
So far, the only structure that affects my flow is the outlet pipe. In other words, changing the weir elevation has no affect on anything - as if the only outlet that "sees" any water is the pipe.
Any HydroCAD users out there?
So far, the only structure that affects my flow is the outlet pipe. In other words, changing the weir elevation has no affect on anything - as if the only outlet that "sees" any water is the pipe.
Any HydroCAD users out there?





RE: HydroCAD and using weirs
If this doesn't do it, post here:
Forums > Engineering Computer Programs > General Engineering Programs > HydroCAD Stormwater Modeling Forum
Engineering is the practice of the art of science - Steve
RE: HydroCAD and using weirs
Thanks for help.
RE: HydroCAD and using weirs
Device#1 = Culvert, Routing=Primary
Device#2 = Weir A, Routing=Device#1
Device#3 = Weir B, Routing=Device#1
The routing indicates where the discharge from each device will flow, with the Primary routing contributing directly to the pond's primary outfow. For an illustrated example please see www.hydrocad.net/pond1.htm