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Board Meeting 12/09/1998
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Board Meeting 12/09/1998
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8/16/2009 3:09:03 PM
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10/4/2006 7:05:08 AM
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Board Meetings
Board Meeting Date
12/9/1998
Description
ISF Section - Additional Information Regarding the Water Availability Analysis for the Tennessee Creek Instream Flow Recommendation
Board Meetings - Doc Type
Memo
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<br />1 <br />I <br />: <br /> <br />ARKANSAS RIVER BASIN <br /> <br />213 <br /> <br />07083000 HALFMOON CREEK NEAR MALTA, CO <br /> <br />LOCATlON.--Lat 390I0'20",long 106"23'19", in SE'I,SE'I..ec.I3, T.lO S., R.81 W., LakeCoonty, Hydrologic Unit 11020001, on <br />right bank 1.4 mi upstream from culvert on Halfmoon Campground road, 3.3 mi upstream from mouth, and 4.3 mi southwest of <br />Malta. <br /> <br />DRAINAGE AREA.--23.6 mi'. <br /> <br />PERIOD OF RECORD.--July 1946 to current year. Surface-water Hydrologic Benchmark station only, April 1996 to current year. <br />Water-quality data available, November 1966 to March 1996 (HydrologiG Benchmark station). Daily record for water <br />temperatures available May 1967 to September 1982. <br /> <br />REVISED RECORDS.--WSP 2121: Drainage area at site 1.4 mi downstream. WRD Colo. 1968: 1967 (M). WDR CO-79-1: <br />1976 (M). WDRCO-80-1: 1954 (M). <br /> <br />GAGE.--Water-stage recorder with satellite telemetry. Concrete control since 1966. Elevation of gage is 9,830 ft above sea level, <br />from topographic map. Prior to Oct. 19, 1966, at sites 1.4 mi downstream at different datums. <br /> <br />REMARKS.--Records good except for estimated daily discharges, which arc poor. No regulation or diversion upstream from <br />station. Several measurements of specific conductance and water temperature were obtained and aTC published in the <br />"Supplemental Water-Quality Data For Gaging Stations" section of this report. <br /> <br />DISCHARGE, CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1996 TO SEPTEMBER 1997 <br />DAILY MEAN VALVES <br /> <br />DAY OCT NOV DEe JAN FEa O<AR APR HAY JUN JUL AUO SEP <br />1 19 e18 e6.S d.O e4.5 e4.8 e6.0 ell e86 177 68 33 <br />, 18 e19 e6.S e4.0 e4.6 e4.8 e6.0 ell e140 159 65 33 <br />3 22 e20 e6.0 e4.0 e4.6 e4.8 e6.0 ea e198 154 63 31 <br />4 20 e20 eG.O e4.0 e4.7 e4.8 e6.2 ell 229 147 6' 30 <br />5 19 e20 e6.0 e4.0 e4.8 e4.8 e6_2 ell 23S 141 6' 29 <br />6 18 e19 e5.5 e3.8 e4.8 e4.8 e6.4 e2. 218 131 71 30 <br />7 17 e19 e5.S e3.6 e4.8 e4.9 e6.6 e28 229 129 72 30 <br />8 16 e19 e5.2 e3.8 e4.8 e4.9 e6.6 e30 221 122 61 27 <br />9 16 e19 e5.0 e4.0 e4.8 e4.9 e6.6 e31 165 107 57 26 <br />10 16 e19 e4.8 e4.0 e4.8 e5.0 e6.4 44 160 106 63 26 <br />11 16 e19 e4_8 04.0 e4.8 e5.0 86.4 5. 167 105 59 30 <br />12 15 e19 eS.O e4.0 e4.8 e5.0 e6.0 49 178 101 53 33 <br />13 15 e19 e5.0 e4.0 e4.8 e5.0 e6.0 53 170 ,.5 55 28 <br />14 15 e19 e4.8 e4.0 e4.8 e5.2 e6.0 62 172 105 57 27 <br />15 14 e19 e4.5 e4.0 e4.8 e5.2 e6.0 71 168 106 51 26 <br />16 14 e19 e4.7 e4.2 e4.8 e5.2 e6.2 82 167 ,.3 47 28 <br />17 14 e19 e4.7 e4.2 e4.8 e5.4 e6.4 95 173 98 45 26 <br />18 16 e19 e4.6 e4.2 e4.8 e5.4 e6.6 10' 213 95 45 25 <br />19 15 e19 e4.6 e4.3 e4.8 e5.4 e7.0 '.4 255 95 41 25 <br />20 14 e19 e4_6 e4.3 e4.8 e5.4 e7.4 108 281 91 39 25 <br />21 13 e16 e4.5 e4.2 e4.8 e5.6 e8.0 104 264 87 37 26 <br />22 14 e15 e4.4 e4.2 e4.8 e5.6 e8.8 10' 258 82 34 26 <br />23 e15 e14 e4.4 e4.2 e4.8 e5.6 e9.4 85 250 S7 33 25 <br />24 e15 e13 e4.1 04.2 e4.8 e5.8 e8.8 87 239 89 32 23 <br />25 e14 ell e4.1 e4.2 d.8 e5.8 e8.4 S2 226 86 33 22 <br />26 e15 e1. e4.1 e4.3 e4.8 e6.0 e8.4 e74 210 79 37 21 <br />27 e16 e9.0 e4.2 e4.4 e4.8 e6.0 e9.0 e64 2.0 77 36 21 <br />28 e16 e8.5 e4.4 e4.5 e4.8 e6.0 e10 e56 185 77 34 21 <br />29 e16 e8.0 e4.2 e4.5 e6.0 e10 e47 188 79 32 20 <br />30 e17 e7.0 e4.0 e4.5 e6.0 ell e44 187 77 31 19 <br />31 e17 e4.0 e4.5 e6.0 e52 73 3J <br />TOTAL 497. 493.5 150.7 128.1 133.6 165.1 218.8 1787 6035 3270 1510 792 <br />MEAN 16.0 16.5 4.86 4.13 4.77 5.33 7.29 57.6 201 105 48.7 26.4 <br />MAX 22 2. 6.5 4.5 4.8 6.0 11 108 281 177 72 33 <br />MTN 13 7.0 4.. 3.6 4.5 '.8 6.0 11 86 73 31 19 <br />AC.FT 986 979 299 254 265 327 434 3540 11970 6490 3000 1570 <br />STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1946 1997, BY WATER YEAR (WY) <br />MEAN 11.1 7.52 5.13 4.05 3.72 3.78 6.85 44.9 130 85.4 35.9 18.0 <br />MAX 24.5 16.6 9.65 9.03 1.90 10.8 13.8 79.1 2.8 247 128 44.3 <br />tNY! 1962 1962 1996 1996 1986 1947 1989 1996 1980 1995 1995 1961 <br />MIN 6.23 4.40 3.19 1.65 1. 70 1.20 2.70 17.7 61.2 22.9 14.3 8.03 <br />(NY) 1956 1992 1993 1977 1948 1948 1973 1995 1977 1971 1950 1974 <br />SUMMARY STATISTICS FOR 1996 CALENDAR YEAR FOR 1997 WATER YEAR WATER YEARS 1946 1997 <br />ANNUAL TOTAL 13770.2 15180.8 <br />ANNUAL MEAN 37.6 41.6 29.8 <br />HIGHEST ANNUAL MEAN 55.3 1995 <br />LOWEST ANNUAL MEAN 14.3 1977 <br />HIGHEST DAILY MEAN 280 Jun 22 281 Jun 2. 410 Jul 12 1995 <br />LOWEST DAILY MEAN &4.0 Feb 6 3.6 Jan 7 b1.1 Apr 1 1948 <br />AHNUAL SEVEN.DAY MINIMUM 4.1 Dee 25 3.9 Jan 2 c 1.2 Mar 27 1948 <br />INSTANTANEOUS PEAK FLOW 339 Jun 2. 6.15 Jun 30 1984 <br />INSTANTANEOUS PEAK STAGE 3.44 Jun 20 3.77 Jun 30 1984 <br />.ANNUAL RUNOFF (AC'FT) 27310 30110 21610 <br />10 PERCEh'r EXCEEDS 133 125 89 <br />SO PERCENT EXCEEDS 16 16 9.. <br />90 PERCENT EXCEEDS 5.0 ,., 3.1 <br />90 PERCENT EXCEEDS 2.3 6.0 3.1 <br /> e.EaHll'Illted. <br /> a-A1ao occurred Feb 7-10, ond Dec 30-31. <br /> b'A1ao occurred Apr 2, 1948. <br /> c'Praa ratino- curve extended. above 260 ftl/a. <br /> d-Maximum qao-e heio-ht for period of record, 3.82 ft, Ju1 11, 1995. <br />
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