HYDRODYNAMICS. 



519 



n of 

 r in 

 Pipes and 



Pipe 2, c Una Diameter, placed Vertically, nd 

 /T=0.245798. 



Experiment i of the Abbe BOSSUT. 

 Horizontal Pipe 1 Inch Diameter 'fdz: 0.5. 



Motion of 

 Water in 

 Pipe* and 



Canals. 



la the tiptriamu Miked with u 

 *Mtf U tfce air. 



law pip* difdurgcd iutlf into water. In all the other exptrtaenu U discharge*- 



