300i 



295- 



290- 



^ 2851 

 UJ 



I- 



UJ 



? 280 

 cr 



UJ 



a 



O 275 

 LJ 



I- 



liJ 



^ 270 



265 



260A. 



■"li 



■: ,. ! * 



f ■■''.' i 



600 800 1000 1200 1400 



FLOW (cf») 



— I I 1 



1600 1800 2000 



'm 



Figure 20 



The relationship betv/een wetted perimeter and flow for a 

 single cross-section (CS #5) in reach #1 of the 

 Madison River. 



51 



