< 



Ld 14 



U 



z 



UJ 12 



< 



X 



Eq. (4) With 



K=2.56m 5/fe /sec 



• N— S FLOW 

 A S— - N FLOW 



"1 1 ' "I 1 1 1 1 1 1 — I — 



0.3 4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0 



OBSERVED DISCHARGE (mVsec) 



FIGURE 2 



RELATION BETWEEN HEAD 

 DIFFERENCE AND WATER 

 DISCHARGE 



235 



