64 



UBER DIE WASSEREBWEGUNG. 



(Tabelle IV) TUFFBODEN VON KOMABA. 



(Aufsaugung.) Durchmesser der Glasrohre = o.6i Cm. 

 eingepresst. 



2 



z 



Uimeter 



v t 



V t 



Differenz 



m 



i 





Berechnet 





/ / 



564 



64.274 







78 



566 



65.580 







y J 



604 



61.970 







06 



J 



605 



61.748 







Q7 



607 



61.631 







q8 



608 



61.416 









609 



61.207 



65.671 



•4-4.464 



iig 



681 



62.427 



62.444 



4-0.016 



120 



683 



62.349 



62.306 



—0.043 



121 



684 



62.182 



62.166 



— 0.016 



122 



685 



62.017 



62.034 



4-0.017 



123 



68 G 



61.604 



61.840 



+ 0.236 



124 



688 



61.785 



61.760 



—0.025 



125 



6S9* 



61.625 



61.633 



4-0.008 



126 



690 



61.469 



61.482 



4-0.013 



143 



711 



59-457 



59-493 



4-0.036 



144 



712 



59-333 



59-385 



4-0.052 



145 



713 



59211 



59.280 



4-0.069 



146 



715* 



59-174 



59-174 



0 



147 



720 



59-384 







148 



740 



60.808 







149 



751 



61.580 







150 



763 



62.299 







