<br />i
<br />f
<br />I
<br />t
<br />~
<br />f
<br />!
<br />,
<br />l
<br />I
<br />I
<br />:
<br />,
<br />I
<br />f
<br />[
<br />!
<br />
<br />r
<br />l
<br />I
<br />[
<br />
<br />~
<br />
<br />,P
<br />.-
<br />,
<br />f
<br />
<br />.
<br />
<br />PLATTE RIVER BASIN
<br />
<br />.
<br />
<br />75
<br />
<br />06711500 BEAR CREE~ AT HOUTH, AT SHERIDAN, CO
<br />
<br />LOCATION.--Lat 39-39'08", lons 105.01'51", In HWANWl ,ee.S, T.5 S., R.68 V., Arapahoe County, Hydrologic
<br />UnIt 10190002, on lett bank Just downstre.~ trom bridge on road to fort Logan Mental Health Center,. at
<br />Highway Department maintenance bolldlng at northw.~t cIty limits or Sheridan, 1.3 at upstream Crom mouth, and
<br />2.1 .1 west or cIty hall in Englewood.
<br />
<br />DRAINAGE AREA. __260 1D.1 a.
<br />
<br />PERIOD OF RECORD.--Aprl1 to November 1914, March 1927 to current year. Monthly discharge only prior to October
<br />1933. published In WSP 1310. Published as "at Sheridan JunctIon" 1934.Ql.
<br />
<br />REVISED RECORDS.--WSP 1730: Drainage area.
<br />
<br />CACE.--Watar-stage recorder. Altitode ot gaae is 5.295 tt, trom topographiC map. See WSP 1710 or 1730 tor
<br />history ot changes prior to Oct. 9. 1953. Oct. 9, 1953. to Aug. 6, 1969, watl!lr-stage record.er at preunt
<br />site at datum 1.0 tt, higher.
<br />
<br />REKARKS.--Records good. Flow regulated by Bear Creek Lake since JUly 1979. Storage and diversions above
<br />station tor irrigation ot about 12,000 acres. Several observations ot water temperature were obtained and
<br />are published elsewhere in this report.
<br />
<br />COOPERAiION.--Records collected and computed by Colorado Division ot Water Resources and reviewed by Geological
<br />Survey.
<br />
<br />AVERAGE DISCHARGE.--56 years. 40.7 nl/sj 29,490 acre-Ct/yr.
<br />
<br />ExtREMES F'OR PERIOD OF R8CORD.--HaximUIl1 discharge. 8,150 (tl/s Hay 7, 1969, gage height, 10.5 n, present
<br />datum, trom flood marks, trom rating curve extended above 3,400 ttl/s; no tlow July 13, 1954.
<br />
<br />EXTREMES FOR CURRENT YEAR.--Haximum discharge, 799 ttl/s at 2200 Hal 30. gage height. 4.78 tti maximum gage
<br />helght, 4.80 tt at 1300 Apr. 2D; minill1um daily discharge, 9.1 tt 15 Feb. 21.
<br />
<br />ou
<br />
<br />1
<br />2
<br />3
<br />,
<br />5
<br />
<br />6
<br />7
<br />8
<br />9
<br />10
<br />
<br />11
<br />12
<br />13
<br />"
<br />15
<br />
<br />16
<br />17
<br />IB
<br />19
<br />20
<br />
<br />2.
<br />22
<br />23
<br />"
<br />25
<br />
<br />26
<br />21
<br />28
<br />29
<br />30
<br />31
<br />
<br />TOTAL
<br />MEAN
<br />MAX
<br />MIN
<br />AC-Fi
<br />
<br />OCT
<br />
<br />15
<br />14
<br />71
<br />13
<br />13
<br />
<br />68
<br />63
<br />71
<br />66
<br />M
<br />
<br />65
<br />62
<br />11
<br />11
<br />63
<br />
<br />59
<br />58
<br />5\
<br />32
<br />21
<br />
<br />11
<br />12
<br />'3
<br />13
<br />11
<br />21
<br />
<br />11126
<br />116.0
<br />11
<br />11
<br />2830
<br />
<br />NOV
<br />
<br />DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1982 TO SEPTEMBER 1983
<br />HEAN VALUES
<br />
<br />AUC
<br />
<br />11
<br />.6
<br />15
<br />,.
<br />'2
<br />
<br />495
<br />16.5
<br />26
<br />13
<br />982
<br />
<br />26
<br />22
<br />11
<br />15
<br />16
<br />
<br />11
<br />16
<br />15
<br />19
<br />19
<br />
<br />.6
<br />19
<br />11
<br />13
<br />13
<br />
<br />13
<br />,.
<br />,.
<br />14
<br />15
<br />
<br />14
<br />15
<br />14
<br />14
<br />14
<br />
<br />16
<br />19
<br />'6
<br />19
<br />16
<br />
<br />CAL YR 1982 TOTAL 11092.6
<br />WTR YR 1983 TOTAL 57322.6
<br />
<br />DEe
<br />15
<br />15
<br />"
<br />"
<br />15
<br />
<br />15
<br />14
<br />13
<br />12
<br />15
<br />
<br />13
<br />13
<br />,.
<br />13
<br />'3
<br />
<br />13
<br />12
<br />12
<br />12
<br />13
<br />
<br />14
<br />,.
<br />13
<br />12
<br />22
<br />
<br />23
<br />"
<br />30
<br />29
<br />30
<br />31
<br />
<br />512
<br />16.5
<br />31
<br />12
<br />1020
<br />
<br />MEAN 30.4
<br />MEAN 157
<br />
<br />611
<br />19.7
<br />33
<br />14
<br />1210
<br />
<br />JAM
<br />
<br />FE,
<br />
<br />'3
<br />13
<br />12
<br />11
<br />12
<br />
<br />12
<br />11
<br />11
<br />11
<br />11
<br />
<br />31
<br />31
<br />30
<br />30
<br />31
<br />
<br />33
<br />30
<br />23
<br />19
<br />17
<br />
<br />21
<br />19
<br />17
<br />17
<br />16
<br />
<br />19
<br />18
<br />lB
<br />'6
<br />15
<br />
<br />'5
<br />14
<br />,.
<br />15
<br />14
<br />
<br />11
<br />11
<br />12
<br />12
<br />12
<br />
<br />12
<br />11
<br />11
<br />9,8
<br />9,8
<br />
<br />9,1
<br />9,3
<br />9,3
<br />9,9
<br />10
<br />
<br />14
<br />IS
<br />15
<br />'"
<br />14
<br />14
<br />
<br />9,6
<br />11
<br />9,8
<br />
<br />306.6
<br />11.0
<br />13
<br />9,1
<br />608
<br />
<br />MA'
<br />10
<br />11
<br />14
<br />19
<br />112
<br />
<br />26
<br />'5
<br />"
<br />21
<br />13
<br />
<br />16
<br />70
<br />6B
<br />65
<br />62
<br />
<br />5B
<br />60
<br />61
<br />63
<br />75
<br />
<br />14
<br />6.
<br />65
<br />75
<br />74
<br />109
<br />
<br />1689
<br />54.5
<br />112
<br />10
<br />3350
<br />
<br />74
<br />43
<br />30
<br />26
<br />24
<br />
<br />8255
<br />215
<br />731
<br />91
<br />16310
<br />
<br />AOR
<br />
<br />MA'
<br />
<br />127
<br />113
<br />126
<br />110
<br />102
<br />
<br />5"
<br />519
<br />423
<br />420
<br />421
<br />
<br />100
<br />96
<br />97
<br />96
<br />98
<br />
<br />439
<br />406
<br />368
<br />11\2
<br />466
<br />
<br />110
<br />120
<br />117
<br />97
<br />91
<br />
<br />412
<br />416
<br />395
<br />367
<br />29B
<br />
<br />290
<br />403
<br />262
<br />665
<br />651
<br />
<br />314
<br />327
<br />527
<br />738
<br />733
<br />
<br />667
<br />1B3
<br />751
<br />73B
<br />751
<br />722
<br />
<br />15745
<br />SOB
<br />763
<br />2B2
<br />31230
<br />
<br />98
<br />96
<br />132
<br />192
<br />215
<br />
<br />430
<br />469
<br />493
<br />525
<br />571
<br />
<br />669
<br />731
<br />697
<br />669
<br />568
<br />
<br />HAX 127 MIN 3.8 AC.F't 22000
<br />HAX 783 HIN 9.1 AC-FT 113700
<br />
<br />JUM
<br />
<br />661
<br />66'
<br />6'5
<br />6'0
<br />575
<br />
<br />250
<br />213
<br />313
<br />332
<br />367
<br />
<br />'62
<br />'65
<br />567
<br />657
<br />635
<br />
<br />614
<br />446
<br />335
<br />33B
<br />336
<br />
<br />332
<br />330
<br />416
<br />562
<br />557
<br />
<br />600
<br />33B
<br />452
<br />742
<br />704
<br />
<br />14652
<br />486
<br />742
<br />250
<br />29060
<br />
<br />JUL
<br />
<br />667
<br />663
<br />510
<br />357
<br />269
<br />
<br />226
<br />227
<br />221
<br />216
<br />"5
<br />
<br />226
<br />2'2
<br />266
<br />272
<br />259
<br />
<br />256
<br />222
<br />145
<br />,"0
<br />'30
<br />
<br />'30
<br />'"3
<br />22'
<br />190
<br />176
<br />
<br />141
<br />150
<br />127
<br />117
<br />107
<br />103
<br />
<br />739'
<br />236
<br />667
<br />103
<br />14660
<br />
<br />101
<br />115
<br />123
<br />117
<br />169
<br />
<br />168
<br />159
<br />161
<br />152
<br />138
<br />
<br />124
<br />127
<br />133
<br />154
<br />149
<br />
<br />139
<br />129
<br />138
<br />152
<br />'13
<br />
<br />'62
<br />154
<br />162
<br />151
<br />142
<br />
<br />135
<br />137
<br />128
<br />120
<br />127
<br />131
<br />
<br />4410
<br />142
<br />189
<br />101
<br />8750
<br />
<br />SEP
<br />
<br />115
<br />103
<br />96
<br />96
<br />10U
<br />
<br />90
<br />B6
<br />1B
<br />10
<br />66
<br />
<br />66
<br />62
<br />62
<br />6,
<br />6,
<br />
<br />53
<br />48
<br />44
<br />31
<br />26
<br />
<br />26
<br />25
<br />63
<br />6B
<br />3B
<br />
<br />30
<br />..
<br />00
<br />40
<br />..
<br />
<br />1830
<br />61.0
<br />115
<br />25
<br />3630
<br />
|