Just in case the model I attached above isn't working, I have attached here the printout of the pond in question (wet pond).http://files.engineering.com/getfile.aspx?folder=40287787-0d9f-4293-8d15-f80b8ed28fd9&file=HydroCAD_Report.pdf
Hi,
I tried yesterday to set up a model that incorporated tailwater. The model is calculating using the Stor-Ind routing method. The tailwater for two ponds are both set at the same elevation (592) and the results are showing submerged outlets at elevations 589 to 591.5 moving as much as...
The link may work now. I had HydroCAD running when I posted it last time.
If you aren't familiar with HydroCAD, do you know of another location I should be searching instead/as...
I am using HydroCAD 8.00. I don't have a sketch handy, but have attached the HydroCAD file if that would be useful.http://files.engineering.com/getfile.aspx?folder=d7745bb4-0aba-4c7a-8995-b6e563b6104b&file=Pr_Conditions_Tailwater_Wet_Pond&Pocket_Pond2.hcp
I have a situation where I have set the tailwater of two connected "ponds" at the same elevation (592). One "pond" is in fact a pond. The other "pond" is modeled to represent the outlet swale to a river (water elevation=592). I have modeled a weir as the outlet from the swale at an elevation...
