[Ted in NJ]

OK. As I thought. So I assume it use the n-values at a X-section and the overbank distance to the next upstream X-section to compute losses. Therefore, input n-values only apply to the segment upstream of a given X-section. Is this accurate? That's the real question: do n-values at a cross-section apply to the area upstream or downstream of the section?

I'm trying to figure out how to adjust n-values at cross-sections when there is a large area between cross-sections with a different ground cover.