UDER DIE WASSEREBWEGUNG. 



59 



(Tabelle I) TUFFBODEN VON KOMABA. 



Horizontalleitung nach O. Inagaki. 

 Ohne Druck. 



4 

 I 



Stunde. 



z 



Millimeter. 



z 



V i 



z 



Nach (A) 



Differenz. 



0.25 



31-75 



63.500 







0.75 



62.25 



71.880 







1-5 



94-50 



77-158 







2-5 



129.25 



0 w ^ 



81.740 







3-5 



156-75 



52.865 







4-5 



179-75 



84-735 







10. 



265.0* 



83.801 



83.801 



0 



17- 



361-75 



87-757 



80.924 



-0.833 



19-5 



389-5 



88.205 



0 w c ^ ^ 



07.029 



-0.576 



20.5 



400.25 



88.400 



87.860 



-0.540 



21.5 



410.5 



88.530 



88.099 



-0.431 



22.5 



420.5 



88.651 



88.314 



-0.317 



24-5 



440.25 



88.943 



88.713 



— 0.230 



32.5 



510.75 



89.592 



89.915 



+ 0.323 



40. 



574-25* 



90.707 



90.707 



0 



44. 



604.25 



90.885 



91.048 



+ 0.163 



46. 



6i8'.75 



91-237 



91.204 



-0.033 



48. 



633-50A 



91.447 



91-379 



-0.088 



59- 



685.75 



91.648 



91-853 



+ 0.205 



64 



766.25 



92.032 



92.255 



+ 0.223 



66 



747-63° 



92.236 



92-345 



4-0.109 



68. 



758.88 



91.988 



92.432 



+ 0.443 



70-5 



772-75 



92.049 



92.530 



4-0.481 



78. 



826-751 



93.616 



93-616 



0 



