I i 



220- 



210- 



E 200- 



a: 



UJ 



LJ 



1 



UJ 

 Q. 



Q 

 UJ 



I- 

 »- 

 UJ 



( f 



190- 



180- 



170- 



160- 



150- 



Figure 26, 



200 



400 



600 



800 1000 1200 1400 1600 

 FLOW (cfs) 



The relationship between wetted perimeter and flow for f \ 

 a composite of five cross-sections in reach f,3 of 

 the Madison River. 



58 



