<br />Table 9. Daily mean streamflow for Site CC5. South Clear Creek above Lower Cabin Creek Reservoir near
<br />Georgetown. Colorado
<br />
<br />SITE NAME,--South Clear Creek above Lower Cabin Creek Reservoir near Georgetown, Colo.
<br />
<br />SITE NUMBER.--CC5
<br />
<br />SITE IDENTIFICATION.--06714400 (downstream order number)
<br />
<br />LOCATION.--Lat 39039'09", long 105042'25", in 8E1/48E1(4 s80.31, T.4 S., R.74 W., Clear Creek County,
<br />HydrolOgic Un~t 10190004, on left bank at security fence, 6.5 mi south of Georgetown.
<br />
<br />DRAINAGE AREA. - -11.8 mi2.
<br />
<br />WATER-DISCaARGE RECORDS
<br />PERIOD OF RECORD.--October 1994 to september 1995.
<br />
<br />GAGE.--Water-stage recorder with satellite telemetry, Elevation of gage is 10,100 ft above sea level, from
<br />topographic map.
<br />
<br />REMARKS..-Estimated daily discharges: Nov. 15-30, Oeo. 9 to Mar. 14, Mar. 26 to Apr. 19, June 1, 2,
<br />Aug. 2-11, Se~t. 1, 2, 11, and Sept. 12. Records poor. No known diversions upstream of station.
<br />
<br />DAY
<br />
<br />TOTAL
<br />MEAN
<br />MAX
<br />MIN
<br />AC-FT
<br />
<br />DeT
<br />
<br />1
<br />2
<br />3
<br />4
<br />5
<br />
<br />6
<br />7
<br />8
<br />9
<br />10
<br />
<br />5,5
<br />5.7
<br />5.6
<br />5.6
<br />5.5
<br />5,5
<br />5.5
<br />5.5
<br />5.6
<br />5.6
<br />5,6
<br />5.3
<br />5.1
<br />5.1
<br />5.1
<br />5.2
<br />5.2
<br />5.2
<br />5.5
<br />5,2
<br />5.3
<br />5.2
<br />5.2
<br />5,3
<br />5.3
<br />5.'
<br />5.'
<br />5.'
<br />5.1
<br />."
<br />'.5
<br />
<br />NDV
<br />
<br />DISCHARGE (CUBIC FEET PER SECOND), WATER YEAR OCTOBER 1994 TO SEPTEMBER 1995
<br />DAILY MEAN VALUES
<br />
<br />'.5
<br />4.'
<br />4,4
<br />4,6
<br />'.8
<br />5.1
<br />5.0
<br />',8
<br />',8
<br />5.0
<br />5.0
<br />5.4
<br />'.8
<br />'.5
<br />...
<br />'.2
<br />',1
<br />',0
<br />3.'
<br />3.8
<br />3,8
<br />3.7
<br />3.7
<br />3.6
<br />3.6
<br />3.6
<br />3.6
<br />3.7
<br />3.8
<br />4,0
<br />
<br />128.6
<br />4.29
<br />5,'
<br />3.6
<br />255
<br />
<br />SUMMARY STATIBTtCS
<br />ANNUAL TOTAL
<br />ANNUAL MEAN
<br />HIGHEST DAILY ~AN
<br />LOWEST DAILY MEAN
<br />ANNUAL SEVEN-DA~ MINIMUM
<br />INSTANTANEOUS P~AK FLOW
<br />INSTANTANEOUS PElAK STAGE
<br />ANNUAL RUNOFF (.~C-FT)
<br />10 PERCENT EXCEEloS
<br />50 PERCENT EXCEElos
<br />90 PERCENT EXCEE:OS
<br />
<br />11
<br />12
<br />13
<br />14
<br />15
<br />16
<br />17
<br />18
<br />"
<br />20
<br />21
<br />22
<br />23
<br />24
<br />25
<br />26
<br />27
<br />28
<br />29
<br />30
<br />31
<br />
<br />165.1
<br />5.33
<br />5.7
<br />',5
<br />327
<br />
<br />DEe
<br />4,1
<br />4,0
<br />3,9
<br />3.'
<br />3.'
<br />3,'
<br />3,9
<br />3,8
<br />3.7
<br />3.5
<br />3,4
<br />3,3
<br />3.2
<br />3.1
<br />3.0
<br />2,'
<br />2,8
<br />2.8
<br />2.7
<br />2,6
<br />2.5
<br />2.5
<br />2.4
<br />2,3
<br />2,3
<br />2.2
<br />2,2
<br />2,1
<br />2.1
<br />2.1
<br />2.1
<br />
<br />93.2
<br />3.01
<br />4.1
<br />2.1
<br />185
<br />
<br />a-Also occurred Feb 5-13.
<br />
<br />JAN
<br />2.0
<br />2.0
<br />2.0
<br />2,0
<br />2,0
<br />2.0
<br />2.0
<br />1.'
<br />1.'
<br />1.,
<br />1.'
<br />1.'
<br />1.'
<br />1.'
<br />1.'
<br />1.'
<br />1.8
<br />1.8
<br />1.8
<br />1.8
<br />1.8
<br />1.8
<br />1.8
<br />1.8
<br />1.7
<br />
<br />1.7
<br />1.7
<br />1.7
<br />1.7
<br />1.7
<br />1.7
<br />
<br />57.4
<br />1.85
<br />2.0
<br />1.7
<br />11.
<br />
<br />FE8
<br />1.7
<br />1.7
<br />1.7
<br />1.6
<br />1.6
<br />1.6
<br />1.6
<br />1.6
<br />1.6
<br />1.6
<br />1.6
<br />1.6
<br />1.6
<br />1.7
<br />1.7
<br />1.8
<br />1.'
<br />1.,
<br />2,0
<br />2,0
<br />2.1
<br />2.1
<br />2.1
<br />2,1
<br />2,1
<br />2,1
<br />2.0
<br />2.0
<br />
<br />50.7
<br />1. 81
<br />2,1
<br />1.6
<br />101
<br />
<br />MAR
<br />
<br />2,0
<br />1.,
<br />1.'
<br />1.'
<br />1.9
<br />1.'
<br />1.'
<br />1.'
<br />1.,
<br />1.'
<br />2.0
<br />2.0
<br />2,1
<br />2,2
<br />2.8
<br />2.3
<br />2.3
<br />2.3
<br />2.2
<br />2.1
<br />2,2
<br />2.3
<br />1.'
<br />1.'
<br />1.'
<br />1.,
<br />1.'
<br />1.8
<br />1.8
<br />1.8
<br />1.8
<br />
<br />62.6
<br />2.02
<br />2,8
<br />1.8
<br />124
<br />
<br />APR
<br />
<br />59.5
<br />1.98
<br />2,'
<br />1.7
<br />118
<br />
<br />FOR 1995 WATER YEAR
<br />5599.0
<br />15.3
<br />107 Jun 18
<br />iil1.6 Feb 4
<br />1.6 Feb 4
<br />N()t determined
<br />3.43 Jun 19
<br />11110
<br />58
<br />'.5
<br />1.8
<br />
<br />MAY
<br />
<br />1.8
<br />1.8
<br />1.8
<br />1.8
<br />1.8
<br />1.8
<br />1.7
<br />1.7
<br />1.7
<br />1.7
<br />1.7
<br />1.7
<br />1.7
<br />1.7
<br />1.7
<br />1.8
<br />1.8
<br />1.'
<br />1.'
<br />2.0
<br />2,1
<br />2.1
<br />2,1
<br />2.2
<br />2.'
<br />2.4
<br />2.'
<br />2.6
<br />2,8
<br />2.9
<br />
<br />8.6
<br />6,2
<br />7,1
<br />7,0
<br />8.3
<br />
<br />'.2
<br />11
<br />10
<br />'.0
<br />8.'
<br />
<br />8.'
<br />'.8
<br />10
<br />10
<br />11
<br />11
<br />
<br />204.0
<br />6.58
<br />11
<br />2.'
<br />405
<br />
<br />2,'
<br />3.3
<br />3.3
<br />3.2
<br />3,4
<br />
<br />3,4
<br />3.5
<br />3.3
<br />3,2
<br />3,'
<br />
<br />3,7
<br />4.2
<br />',1
<br />5,2
<br />7,'
<br />
<br />JUN
<br />15
<br />20
<br />23
<br />25
<br />32
<br />.0
<br />.0
<br />'0
<br />38
<br />33
<br />36
<br />47
<br />61
<br />72
<br />80
<br />
<br />1925
<br />64.2
<br />107
<br />15
<br />3820
<br />
<br />26 Hydrologic and Water-Quality Data. Guanella Pass Area, Coloredo. Water Yesr 1995
<br />
<br />JUL
<br />
<br />91
<br />103
<br />107
<br />100
<br />87
<br />93
<br />96
<br />8'
<br />82
<br />80
<br />78
<br />80
<br />82
<br />78
<br />77
<br />
<br />63
<br />60
<br />61
<br />59
<br />60
<br />54
<br />46
<br />45
<br />45
<br />41
<br />37
<br />35
<br />34
<br />33
<br />35
<br />37
<br />1'739
<br />56.1
<br />74
<br />33
<br />3450
<br />
<br />74
<br />70
<br />68
<br />63
<br />58
<br />58
<br />61
<br />61
<br />62
<br />66
<br />70
<br />72
<br />72
<br />72
<br />67
<br />
<br />AUO
<br />33
<br />30
<br />28
<br />27
<br />26
<br />25
<br />23
<br />22
<br />22
<br />22
<br />23
<br />25
<br />26
<br />26
<br />25
<br />24
<br />23
<br />22
<br />22
<br />22
<br />24
<br />25
<br />22
<br />21
<br />21
<br />21
<br />20
<br />20
<br />20
<br />18
<br />18
<br />726
<br />23.4
<br />33
<br />18
<br />1440
<br />
<br />BEP
<br />
<br />18
<br />17
<br />16
<br />16
<br />16
<br />16
<br />16
<br />16
<br />15
<br />14
<br />14
<br />13
<br />13
<br />13
<br />13
<br />12
<br />12
<br />12
<br />11
<br />12
<br />12
<br />11
<br />11
<br />10
<br />10
<br />9.'
<br />9.6
<br />9,7
<br />9.9
<br />'.8
<br />
<br />387.9
<br />12.9
<br />18
<br />9.6
<br />769
<br />
|