Peter - Thank you very much. You've made me realize the better approach. I wasn't thinking enough about the Tc values. That point brought it home. Also, I'll keep in mind the trick with CN=100 as well.
I appreciate your willingness to help. You seem to be a constant presence in this forum and...
Peter,
I appreciate the prompt response (and from you no doubt!)
I've used the SCS curve number method to tabulate initial abstraction (Ia), continual abstraction (Fa), and excess rainfall (Pe) from gross rainfall of a design storm (type III, 24hr). From this data I have added a portion of the...
I know there is a way to manually input hydrographs using "links", but I'm wondering if there is a way I can manually input excess rainfall data and have HydroCAD run it through the SCS unit hydrograph to generate a runoff hydrograph. Right now I have an excess rainfall hyetograph and a time of...
I'm currently a civil PE looking to expand my horizons with a ME degree. I'm also looking to get into the design/building/testing of bicycle components. I would like to talk with some engineers already in the field to find out about their path, and the tools/software they use. Anyone out...
