WSP01734

• File Number: 8200.766
• Description: Gunnison River General
• State: CO
• Basin: Gunnison
• Water Division: 4
• Date: 3/9/1994
• Author: John Ozga
• Title: East River Inflows - Tomichi Creek-Quartz Creek-Cochetopa Creek Inflows
• Water Supply Pro - Doc Type: Data

. . .
INFl3S-ADJUSlED
OCT-SEP
1000 AF
YEAR OCT NOV llEC JAN FEB MAR APR MAY .1JN JUl AUG SEP TOTAL
,." 0.4 0.' 0.. 0.. O. O. '.1 ..7 ..1 '.4 1.' 0.. 27.8
,.53 0.. 0.' 0.. 0.7 0.. O. 1.1 ... '.7 '.0 I.' 0.4 17.7
,.... O. 0.7 0.. 0.. 0.. 0.. 0.' 0.4 0.. 0.7 0.' 0.2 ...
,.SO 0.4 0.4 0.' 0.4 0.4 0.' 1.0 1.' '.1 0.5 0.. O. 7.4
I." 0.' O. 0.. 0.. O. 0.' '.5 '.c H 1.0 0.. 0.1 12.3 (~,;)
,.., 0.' 0.. 0.' O.C O. 0.. 1.. ..1 "0 .5 ... 1.' ... I..",:J
,." 1.1 1.0 0.7 0.. 0.. 07 '.1 ... ... 1.' 0.7 0.4 24.0 I .'
"SO 0.. 0.7 0.7 0.. 0.5 0.7 1.0 1.. '0 0.. 0.. O. 10.4
,_ 0.. 0.. 0.' 0.' OS 1.0 1.7 ... 4.' 1.4 0.7 O. 15.<4 Co.)
,... 0.' 0.. 0.. 0.' 0.' 07 0.' 1.7 ... 1.0 0.. 0.7 10.9 i....J
,002 0.. 0.. 0.. O. 0.' 0.7 ... ... 3.. 1.. 0.7 0.' 1'01.0 -.l
,... 0.7 0.' O.c 0.5 O. 12 0.. ,.c 2.0 0.. 0.. 0.4 10.1
,... 0.' 0.' 0.4 0.4 0.' 0.' 1.' a 3.4 1.5 0.. 04 13.9
106S 0.' 0.7 0.7 0.7 OS O. '.0 4.7 ..1 '.0 1.0 1.2 .. .
,.... 1.0 0.. 0.7 0.7 OS 0.. 0.0 '0 ... 1.' 0.0 0.4 '2.4
1907 O. 0.. 0.. 0.4 0.' 0.7 0.' 0.0 ... 1.0 0.. 0.4 0.'
,- 04 0.8 0.' 0.' 0.8 0.7 0.8 1.7 3.8 1.4 1.0 00 13.8
'OIl9 O. 0.. 0.. O. O. O. 1.3 ... 3.. '.4 1.0 0.7 15.0
,.70 1.8 1.0 O. 0.0 0.7 0.' 1.. 104 5.7 '.8 1.1 .0 3D.l
1971 14 1.0 0.0 1.0 0.7 . 0 1.1 ... 3D '.1 1.1 0.0 '8.1
1072 0.0 0.' 0.1 07 0.7 1.' 1.0 ... '.5 1.4 0.' 0.' 140
1973 00 0.1 0.8 0.' 0.' 0.' 1.0 ... 8.1 ... 1.1 0.7 21.4
1074 08 0.8 0.5 0.4 0.4 1.' I.' '.0 2.3 1.3 0.7 0.' 120
1075 0.4 0.8 0.' 0.4 0.3 05 1.3 4.3 8.0 '.2 1.2 0.' ''01.3
1916 0.8 01 0.7 0.7 0.7 0.' 1.3 1.. '.0 1.' 00 0.8 ...
,on 00 0.' oS DC 0.' 0.2 04 0.' 1.0 De 0.' 0.' '.0
1978 O.C O.S O.S 0.' 0.' 0.. 1.2 ... 4.' 1.. O. 0.2 137
1070 0.' 0.8 0.' 0.' 0.1 0.7 1.5 '.S '.0 ... 1.0 0.' 17.8
,... OS 0.7 0.' OS 0.' 0.4 1.2 " 5.5 1.0 0.7 0.5 178
1981 08 0.0 0.4 0.4 0.4 0.4 0.' 07 1.8 1.' 0.' 0.' 7.'
10" 0.8 0.8 0.8 O. 0.4 0.0 0.0 '.8 4.. '.0 .. 1.' .. .
10" 1.' 0.. O. 04 0.' 00 0.0 '.0 10.1 '.0 1.0 0.0 28.4
'084 0.0 0.. 0.. 0.' 0.' O. H 20.e 12.(1 ... '.2 1.5 47.03
1.115 I.' 0.0 0.0 0.0 00 0.0 2.3 7.8 7.3 2.7 ... 0.7 27.77
..OO 1.1 0.0 O. 0.7 0.0 1.1 1.8 '.8 4.' ... '.2 0.7 20.48
,ge7 1.3 1.1 1.0 00 0.7 1.' '.4 '.7 ..4 2.2 1.1 0.1 27.44
'0" 0.7 0.0 0.0 0.0 0.7 0.' I., 1.' '.0 1.4 0.0 08 13.23
,gSg 0.1 0.7 0.7 0.7 0.0 1.7 1.0 ,.c 2.1 '.2 0.0 O.C 12.12
.090 0.5 0.8 0.' 0.5 0.' 0.7 03 1.5 .3 1.7 0.' 0.' 1022
N 3. 30 3' 3. 3. 3' 30 30 30 3. 30 39 3.
MEAN 0.7 0.7 0.' 0.. 0.. 0.' 1.3 '.0 4.' '.0 1.0 De 17.3
sm 0.4 0.2 O' 0.2 O. 03 0.7 3.7 '0 I.' 0.' 0.4 0.'
MIN 0.' 0.4 0.3 0.2 O. 0.2 O. 0.3 00 O. O' 0.1 58
MAX 1.0 1.1 1.0 .0 0.' 1.7 3.' 20.8 12.8 e.s 2.5 20 47.0

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