Figure 2. Wetted perimeter-discharge relationship for a 

 composite of five cross-sections in reach #3 

 of the Madison River. 



681 



66- 



64- 



^ 62- 



a. 

 u 



60- 



2 



UJ 



o 



UJ 



58- 



ui 



^ 56- 



54- 



52- 



50- 



— I— 

 35 



T- 

 40 



K) 



15 



20 



25 



30 



45 



FLOW (MVS) 



