Hydrocad Settings?
Hydrocad Settings?
(OP)
I have a unique scenario where a sub area has a mix of A,C & D soil groups. A portion of the soils are removed and redirected from the existing subarea. The remaining subarea, which is undisturbed, now has an increased CN and hence the peak and volume from the reduced area increases from the existing. It is impossible for this to occur but I cannot find the appropriate way to model it or adjust the calculation settings. Any ideas?





RE: Hydrocad Settings?
Also note that average CN values are normally rounded to the nearest whole number, which can sometimes skew the results of a pre/post comparison. If this is the case, you can add an extra decimal place to the CN value on the Settings|Units screen.
Peter Smart
HydroCAD Software
www.hydrocad.net
RE: Hydrocad Settings?