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<br />,
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<br />
<br />DfTElHIMAIIOM Of COEfFICIENT3 K 4"0 X
<br />FOR ThE COEfFICIENT METHOD
<br />
<br />TUSCARAWAS RIVER, MU$I'MGUM 8431K, OHIO
<br />REACH FROM DOYER TO MEWCOHER3TOWK
<br />26 F(BlUARY .. ~ MARCK 1919
<br />
<br />x
<br />
<br />: 0.56t
<br />XC '2 -
<br />
<br />[(12 ' I ,) - ('2 I . I )]
<br />I,) I (I-X) (02-0,)
<br />
<br />lilu..rator, Jt
<br />O.ftollolnalor. 0
<br />
<br />TIME lUg UflOW au TF LOV '2 I, '2 I ~ '2-11 '01-01 . xx VALuO .F . UD .1:0 F., .lS3UHlO VALUES OF X
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<br />6l : ... l) l.1 3j X : . X : .. I X : '.2 , : 0.3
<br /> d.,
<br /> D .j :E D D .j :ED D .j :rD D .j ::rD
<br /> I 2 3 . . . 7 . . ,. II '2 13 .. IS " 17
<br />'feb. 26 .. 2.2 2.' 16.7 ,. . 12:.3 ..0 ,.. '.0 '.7 .., 7.2
<br /> ,. l~. 5 7.' "2.9 18.7 13.9 '.7 .., ,. . '.7 '.0 .. . '.7 ... ... 7.' 7.2
<br />Feb, 27 .. 28." 11.1 60.2 28.2 3.' ... '.0 .. . ,.. '.7 ,.. 11.3 .. . 13.0 '.3 1'.7
<br /> ,. 31.8 16.5 61.5 110.50 ~2. I 7. . '.2 16.0 7. , '".5 '.7 1S.9 ,.. 17. ~ .. . 19.0
<br />F.b. 28 .. '2.9.1 n.o 55.0 53.1 -1I.1l .. , .. , 21.2 ,. , 22.0 .. , 22.6 3.2 23. I 2.3 23.6
<br /> ,. 25.3 29.1 '15.7 57.5 -If.' -0.7 ~2dl 21.7 -0.7 27. I -1.1 26.7 ...1.5 2&.3 -2.0 25.9
<br />Mar. , .. 20. II :lB. II 36.7 52.2 -II. I -".6 -3.9 18.11 -11.6 2.8.11 -11.6 25.6 ..11.50 211.8. -',II 23.9
<br /> ,. 16.3 13. B 28.9 113.2 ..3.7 -11.11 -3.6 111,9 -,... 21.8 -11.3 21.0 ..~.3 20.3 -'.2 18.5
<br />.101.,.. 2 .. tl.6 19.' 21.0 3'1.7 -3.3 -'4. I -3.2 11.3 -~. I 17.11 -11.0 16.7 -3.1" 16.0 -1.8 15.3
<br /> ,. '.3 15.3 16.0 a.s -2.6 -'4. I -2.11 .. , -14.1 13.3 -'l.O 11. 7 -3.a 12. I -3.6 II."
<br />M.r. 3 .. '.7 11.2 11.7 19." -1.1 .~.O -1.9 ,., -3.' '.1 -2. . '.7 -2.' '.3 -2.S 7.'
<br /> ,. S.. '.2 '.1 l".6 -0.9 -l. a -I." 3.' -1.8 ..1 -'.7 ,.. -l.S ,., ..1.6 ..2
<br />M.r. . .. ,., .. . 7.1 11.6 -0.5 ..1.2 -1.0 2.2 -1.2 .., -'.2 '.2 -I. I 3.9 -O.g 3.'
<br /> P' 3.' '.2 ... ,. . -1.2 -0.6 -1.0 '.2 -0.' 3.2 -0.6 3.' ..0.1 2.' -O.~ 2.7
<br />Ha'" , .. 2.' .. . 0.2 2,' 2.' 2. I I.'
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<br />I) Inflow to the r..eh \.. b... .dJultad to '~ual t.. yolu.' of the outflow.
<br />41 Outflow It hydro,r,'h .t ~.wco..,..town.
<br />3) hurator, K, I, i At (Colun '+ .. Colu_1"I 5)
<br />'4) Ouo.lnato" D, I, [Colvan 1 ~ X (Co1,,_" 6 .. Colun 7)]
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<br />Fro. plottln,' of Coluu 8 vtr.\U Col"."' II, 13. 15. and 17 (h. PI.h KG.l.&.), tu ,lot ,Ivlnt thl but
<br />fit of ,olntt to . curu 'I eon,ld.,.d to d.1In. I' and X.
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