260n 



255- 



Z 250 



UJ 



U 



GC 



U 



o 



LiJ 



h- 

 \- 

 LiJ 



245- 



240 



235 



230- 



225 



I,'.- 





600 800 



1000 



1200 1400 1600 

 . FLOW (cf$) _- 



f^j-M: ; 



'.■> 



Ojf-} 



OJ-^ 



rc'^ 



1800 2000 



)0$ 



Figure 25. The relationship between wetted perimeter and flow for a 

 :^- ; composite of five cross-sections in reach #1 of the i 



-^.ij Madison River. . ;. ,i^,- . _ 



57 sa 



