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Dail}' Gage Ileight, in feet, and Discharge, in Cubic Feet,per Second, of....COAL CREEK 20 <br /> ............................ <br /> _• •1 . <br /> At BELOW BEAR CREEK <br /> 8 <br /> _________________ for the Year Dnding September 30, 19-------- <br /> Drainage Area---------____1-:- __ Square Miles. Rater-Stage Recorder-___.- ____________ Ratio---------: <br /> • i OCTOBER NovEmn£R DECEMBER JANUARY I'EBRUARY `1ARCII <br /> Cage Ga^c Ga-ve Gazr- ; Ga--e Gage �( <br /> he,olit Discharee i height Discharbe heist Discharge height Discharge height Discharge height I Discharge i. <br /> • ..I i i 1, <br /> 3.0- - _ 2.0 - - 2.0 2.0 1.5 2.0 <br /> 2 ------ - ------------- ------ --------------- ------------------------ ------ ------------ ------ -----1�5 -_ 2.2 <br /> 3 _ _---- ------------ - -- -- --------------- - ---------- ----- --- 1_9_ 1.6_ _ _ _2.4 a( <br /> . _ <br /> 2.6 <br /> 3.0 <br /> I - - -- <br /> ;II 5 H 7.0 ! 1.8 1.7 2.8 <br /> +( H 9.0 �� 1.8 1.8 _ _ 3.0 <br /> 4.0 2.0 1,8 1.9 3.0 3.0 <br /> 7 e -� <br /> ---------------------- ------------------------- --------------------- ----- - -------------- --------- - ---------- ---- - -__-�_ <br /> s ---------------------- --------- ------------ - - - -- 1.7 e2.0 2.0 3.3 jl <br /> 3.0 37 <br /> ------------- --------- ------------ ------ ---- - <br /> 2.7 e2. I 4.0 fi <br /> �1J , <br /> i t 2.7 _3 ti <br /> :�jll I 1.7 4 <br /> 12 ----------------2 -7--- ------ -- ----------- -,----------- ------------ ------- ---_ --6 -- -------- ----------- - -------- --- -.6 <br /> 13 2,6 �i - - 5.0 j <br /> l�14 2.6 f - --------- - -- -- ------------ ---- --5�3---�� <br /> 2.6 <br /> 2.5 1.6 6.0 6.0 <br /> ----- ----------------- -------- -------------- ---------------------- ---------I--------------- ---------------------- ----- -._-- ' <br /> :: 17 2 5 <br /> ----------------------- - - - - -- ---- -- ( <br /> 2.5 E1.5 1 5 7.1 i <br />, 2.4 <br /> • d19 <br /> f -•-___--_ 7 <br /> • • • ____.________-. _ _ __ _--.___ -______ <br /> 2.4 i -- - - - - 8.3 {j <br /> 21 � ----�=4-- -------- ------------ ----- - --------- - I ---- - - 8.8 �I <br /> ,I <br /> I222.3 ------ ------------- ---- - ------ ---- I 9.4 <br /> ------------------------ ------------------------- -- -- -- {{ <br /> • 23 <br /> 2.3 e 10 <br /> 12 <br /> r 1 2.3 - ----- ------------ ----- ----- <br /> ,,_ 2.2 14 <br /> i f'� I 2.2 e 2.0 I 16 I <br /> �7Ni _ I <br /> i� ------- ---- �- -- - ---- ---------- - ----- ----------- ----- - ----- ----- ----------- ------- --- ------- - 19----- <br /> I,2S ---- -----=2-- ------ -------•- ----- - - --- -- ---- -•--- - 2.0 21 <br /> g ='g ----- -- = --- - ---- ----------- - --- --- -- --- -------- ------------- ----- ---------------- e---- ---- <br /> 2.2 I, 2.2 2.0 25 25 <br /> I ------- - ----- ---- - --- ------------------- ------ ------------- ------------ ------- ----------- <br /> -- -- -- ----- -- <br /> i 3i - = 2 0 1 5 26 <br /> l TOTAL. I 91.4 60.0 62.0 I 50.5 53.6 273.7 ! <br /> • <br /> ltrsn-------- ........9 -95- 2 0 -- 2--.0 I 1.63 1.9 8.8 <br /> -{ - • - -- - -----------. - ---- -- - ------------- -- 2.-----------------2.--- ------------26----- <br /> - -- <br /> _!•1lazimu n____. 9.0 _-2:0 2.0 I 2 0 0 . <br />-------- Egli-- --- - -- I --------------- - --------------------- ------------ - --- ----------------------- ----•------------------ <br /> -;�,� „f � --------' •_ --- -•--------- - --- --_ ---------- ---------------------- ---•-------------------- <br /> 119 1 <br /> F 181 23 100 106 543. <br /> •-.__.� ,:chcs---- - ---------- ---------- ----- -------- --------------- <br /> --------- <br /> - ---•---------------- - �. <br /> - - _ ---- - - - --_. --•------- ...... ...........................�. <br />