HYDROLOGY OF NEW YORK 



857 



The following series of analyses of Genesee river water was 

 made by Fred R. Eilinger, of the Rochester Health Department, in 

 1902. The first column of table Xo. 98 gives the flow of the river 

 in cubic feet per second on the date of each analysis : 



Table No. 98 — Analyses of Genesee river water, together with the flow, 

 for certain days in 1902 

 (Parts per 100,000) 



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1,325 

 850 

 3,975 

 18, 750 

 2, 350 

 11,450 

 3,510 

 1,750 

 1,175 

 910 

 850 

 810 

 740 

 440 

 830 

 1.020 

 1,020 

 850 

 1,275 

 820 

 730 

 575 

 590 

 715 

 850 

 590 

 750 

 8,300 

 1,100 



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22 00 



39.00 



25.00 | 



26.00 



30.00 



24.00 ' 



25.00 



25.00 



35.00 



36.00 



46.00 



49.00 



54.00 



75.00 | 



60.00 



35.00 



45.00 



38.00 



28.00 



39.00 



40.00 



45.00 



56.00 



46.00 



38.00 



33.00 



39.00 



22.00 



31.00 



5.00 

 17.00 

 11.00 

 •8.00 

 14.00 

 11.00 

 10.00 

 11.00 

 15.00 

 19.00 

 24.00 

 25.00 

 21.00 

 38. €0 

 26.00 

 14.00 

 22.00 

 16.00 

 12.00 

 19.00 

 18.60 

 21.00 

 23.00 

 22.00 

 16.00 

 16.00 

 17.00 



8.00 

 12.00 



22.40 

 4,80 

 36.25 

 34.10 

 12.00 

 182.60 

 6.30 

 40.00 

 26.00 

 18.00 

 2.80 

 1.20 



2.00 

 2.40 

 2.00 

 2.00 



22.00 

 1.40 

 1.00 

 0.80 

 0.40 

 0.50 

 1.00 

 2.50 

 0.50 



35.80 

 0.10 



(6) 



2,20 

 8.58 

 3.96 

 1.82 

 3.63 

 2.85 

 2.97 

 4.29 

 6.60 

 8.91 

 9.57 

 13.20 

 11.88 

 19.24 

 14.52 

 7.59 

 20.46 

 8.91 

 6.60 

 10.56 

 8.25 

 13.20 

 14.19 

 13.37 

 7.26 

 8.91 

 9.24 

 4.29 

 6.93 



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9.92 

 11.57 



8.39 

 10.08 

 13.43 

 11.42 

 14.93 

 11.80 

 13.50 



6.85 

 15.77 

 15.64 

 17.02 

 18.54 

 17.16 

 12.81 

 12.58 

 13.05 

 10.56 

 12.85 

 13.09 

 14.56 

 14.27 

 14.40 

 12.92 

 11.22 

 13.61 



8.71 

 12.39 



" 3.09 

 7.76 

 4.42 

 5.30 

 4.63 

 2.66 

 3.52 

 5.15 

 5.92 

 6.95 



10.04 

 8.92 



15.01 



16.30 



14.33 

 7.85 

 6.70 



10.12 

 5.63 

 8.80 



10.21 

 9.82 



13.77 

 9.18 

 8.49 

 7.60 

 9.82 

 4.75 

 6.74 



*Not determined. 



A few other temporary sources were proposed, but their dis- 

 tance rendered them practically out of consideration. Of the 

 whole series in which the requisite quantity of water was in 



