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I need to know where I can find a list of the appropriate methods of discharge calculations for different situations. For example, which runoff equation is most appropriate for designing small detention ponds for a small basin? I believe I can use the SCS CN method for most situations... is...

Don't know...why would it be easier?

Yes this is the one that posted the thread...I can't figure out how to append to it, so I am replying. Its a natural channel, (yah, I know, a steady state is not very logical, but that's what I want)...I is typical brush, earth, rocks, etc.

This is what I do to do a simple check of CFS through a channel, please let me know if this is wrong. (after existing ground cross sections are imported and cfs set). 1) I set manning's n for left, center, and right bank. 2) I set upstream and downstream to critical. 3) I place an encroachment...

I need to check my cross sections produced by HEC-RAS. What formulas needed to decide the water surface in a cross section based on a steady state analysis, typical manning's n for banks and bottom, etc. What my real goal is...to manualy plot the cross sections in autocad so I determine where...

How important is presentation of one's self. I believe I am catagorized as a "noncomformest". Every one in my office uses constant talk and "big words" to present themselves. Is this good? I have come to think that this is a pothetic attempt to make on look better than...