WATER-POWERS OF ALABAMA. 



63 



The following discharge measureujents were made during 

 1901 by Max Hall and others : 



January 8: Gage height, 3.85 feet; discharge, 9,572 second-feet. 

 March 18: Gage height, 3.70 feet; discharge, 9,333 second-feet. 

 August 24: Gage height, 12.95 feet ; discharge, 44,554 second-feet. 

 November 14: Gage height, 1.70 feet; discharge, 4,039 second- 

 feet. 



Daily gage height, in feet, of Coosa River, at Riverside, Ala., 



for 1901. 



j Apr il) May Jun. 



July 



Aug- 



Sept.! Oct.|Nov.l Dec. 



7.30 

 7.35 

 6.50 

 6.00 

 5.50 

 5.00 

 ! 4.25 

 ! 3.95 

 I 3.70 

 ! 3.60 

 ! 6.50 

 114.10 

 115.70 

 115.40 

 115.10 

 114.90 

 114.30 

 113.90 

 113.30 

 111.30 

 I 8.30 

 I 6.25 

 ! 5.30 

 ! 4.60 

 ! 5.30 

 j 5.80 

 I 6.30 

 I 6.40 

 I 5.85 

 ! 5.50 

 ! 5.80 



6.00 



6.50 



9.00 



10.60 



11.00 



12.00 



11.90 



11.50 



9.90 



9.60 



9.90 



9.60 



8.90 



7.60 



6.50 



5.80 



5.45 



5.00 



.80 



.60 



.35 



.20 



00 



s.oo 



3.85 

 3.65 

 3.65 

 3.60 



3.55 

 3.50 

 3.50 

 3.50 

 3.40 

 3.30 

 3.20 

 3.10 

 3.10 

 3.40 

 5.50 

 6.50 

 7.50 

 7.00 

 6.30 

 5.25 

 4.25 

 3.75 

 3.55 



3^75 

 3.70 

 ".50 



4 .: 



113.90 

 115.90 

 115.20 

 114.70 

 114.25 

 114.60 

 115.50 



14.35 



14.40 



13.30 



111.90 



10.40 



110.30 



9.00 



7.25 



6.50 



5.60 



5.00 



4.80 



4.80 



6.50 



7.50 



8.30 



! 7.80 



I 6.50 



110.50 



IT4.00 



114.50 



114.30 



113.50 



112.50 



1 11. 30 



9 90 



7.90 



6.80 



5.90 



5.20 



4.80 | 



4.60 I 



4.30 | 



4.15 | 



4.00 | 



3.95 | 



3.90 [ 



3.75 | 



3.60 | 



3.45 | 



3.25 | 



3.15 I 



3.10 | 



3.10 | 



3.00 ! 



2.95 | 



2.95 I 



2.90 I 



2 90 ! 



2.85 | 



4.00 I 



8.20 | 



9.90 | 



10.75 | 



11.85 ! 



11.90 I 



11.80 ! 



11.00 I 



9.60 I 



6.20 I 



1 4.60 I 



5.20 

 8.20 

 8.25 

 7.20 

 5.75 

 5.00 

 4.80 

 4.30 

 4.20 

 6.20 

 6.00 

 5.00 

 4.25 

 3.75 

 3.75 

 3.80 

 3.80 

 4.9fV 

 5.00 

 4.50 

 3.90! 

 3.bO| 

 3.50! 

 3.251 

 3.15| 

 3.00 

 2.90 

 3.00 

 2.90 

 3.10 



3.00 

 2.90 

 2.85 

 9 80 

 2.80 

 2.75 

 2.75 

 2.70 

 3.50 

 4.00 

 3.50 



2.15 

 2.10 

 2.10 

 2.05 

 2.00 

 2.20 

 4.10 

 4.80 

 4.25 

 3.50 

 2.90 



I 4. 



2.90 j 2.75 



2.50 ! 2.60 



2.40 | 3.20 



2.35 | 3.20 



o op i $ 40 



3^15 | 5i30 

 2.90 ! 9.60 

 2 90 i 9 65 

 3.20 110.00 

 3.00 111.50 

 2.95 111.00 

 2.90 111.50 

 2.75 112.50 

 2.70 112.90 

 2.60 112.40 

 2.40 12.00 

 2.20 11.50 

 2.30 ! 9.95 

 2.40 8.35 

 6.85 



5.60 



5.00 

 .50 



! 4.30 

 ! 3.65 

 ! 3.30 

 i 3.05 

 j 3.00 

 ] 2.90 

 | 2.85 



2.75 

 ! 2.70 



2.65 

 I 2.65 

 i 2.60 

 I f>..5 

 | 3.90 

 I 5.60 

 I 6.30 

 | 7.50 

 I 7.20 



! 3.30 

 ! 3.00 

 ! 2.70 

 j 2.60 

 I 2.50 

 ! 2.65 

 ! 2.60 



2.70 

 4.. 00 

 3.20 

 3.00 

 2.90 

 2.75 

 2.60 

 2.50 

 2.30 

 2.30 

 2.25 

 2.30 

 3.00 

 2.80 

 2.70 

 2 50 

 2.45 

 2.60 

 2.40 

 2.35 

 2.30 

 | 2.30 

 i 2.25 

 I 2.20 

 2.10 

 2.10 

 2.10 

 2.05 

 2.05 

 2.00 

 1.95 



1.90 j 



1.85 | 



1.85 | 



1.85 | 



1.80 | 



1.80 | 



1.80 | 



1.85 ! 



| J.'SO I 

 | 1.80 ! 

 I 1.80 i 

 I 1.80 | 

 I 1.75 I 



1.75 I 

 ! 1.8 I 

 I 1.80 ! 

 I 1.80 | 

 ! 1.80 | 

 | 1.75 ' 

 I 1.75 ! 



1.75 I 



I 1.75 ! 

 | 1.85 I 

 ! 1 90 i 

 | 2.10 i 

 | 2.00 ! 

 I 2.00 I 

 I 1.85 | 

 I 1.85 I 



1.85 



1.90 



1.95 



1.95 



2.20 



2.10 



2.00 



2.00 



2.10 



2.10 



2.05 



2.00 



2.00 



2 90 



11.50 



12.00 



12.50 



12.40 



11.00 



10.20 



9.20 



8. 



4.50 



3.60 



4.10 



4.60 



5.10 



6.50 



11.50 



15.60 



16.00 



