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<br />1":\r,. ~n } <br />~v ~.' <br /> <br />Table 2.-Daily mean discharge, GSOl (Woman Creek at Indiana Street), water year 1996 <br /> <br />WOMAN CREEK AT INDIANA STREET <br /> <br />SITE NUMBER..-GS01 <br /> <br />STATION IDENTIFICATION.-.395240105095500 <br /> <br />LOCATION..-Lat 39052'40", long 105009'55", in NE1/4NE1/4 sec.13, T.2 S., R.70 W., Jefferson County, <br />Hydrologic Unit 10190003, Rocky Flats Environmental Technology Site, 100 feet upstream from <br />Indiana Street. <br /> <br />DRAINAGE AREA.--2.16 mi2. <br /> <br />PERIOD OF RECORD.--March 1994 to current year. <br /> <br />GAGE.--Water-stage recorder and Parshall flume. Elevation of gage is 5,622 ft above sea level. <br /> <br />REMARKS.-.Records ~air except for estimated daily discharges, which are poor. Natural flow <br /> affected by Mower Oitch diversion, approximately 1/4 mile upstream. <br /> DISCHARGE, CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1995 TO SEPTEMBER 1996 <br /> DAILY MEAN VALUES <br />DAY OCT NOV DEe JAN FEB MAR APR MAY JUN JUL AUG SEP <br /> 1 .00 .00 .01 .02 e.02 .07 .09 .04 .09 .00 .00 .00 <br /> 2 .00 ,00 .01 .02 e.04 ,05 .09 .04 .06 ,00 .00 .00 <br /> 3 ,00 .00 .01 .03 e.04 .05 .07 .04 .OS .00 .00 .00 <br /> . ,00 .00 .01 .03 e.04 .05 .11 .03 .0' .00 .00 .00 <br /> S ,00 .00 .01 .03 e.O? .05 .35 .03 .0' .00 .00 .00 <br /> 6 .00 .00 .01 .0' e.07 .05 .29 .03 .03 .00 .00 .00 <br /> 7 .00 .00 .01 ,0' .17 e.04 .1' .03 .03 .00 .00 .00 <br /> . ,00 .00 .01 .06 .10 e.05 .1' .03 .03 .00 .00 .00 <br /> , ,00 .00 .01 .05 .09 e.06 .11 .03 .03 .00 .00 .00 <br />10 ,00 ,00 .01 .05 ,07 e.07 .10 .06 .02 .00 .00 .00 <br />11 ,00 .00 .01 ,0' .OS e.07 .09 .0' .02 .00 .00 .00 <br />12 .00 .00 .02 .0' ,06 .06 .09 .0' .02 .00 .00 .00 <br />13 ,00 .00 .02 ,04 .06 .07 .08 .03 .02 .00 .00 ,00 <br />14 .00 .00 .02 ,04 .06 .1S .09 .03 .02 .00 .00 .00 <br />1S .00 .00 .02 ,04 .05 .27 .07 .03 .02 .00 .00 .00 <br />16 .00 .00 .02 ,04 .05 .25 .07 .02 .02 .00 .00 .00 <br />17 .00 ,00 .02 .05 .05 .17 ,06 .02 ,02 .00 .00 .00 <br />,. ,00 .00 .02 ,05 .05 .13 .05 .02 .02 .00 .00 .00 <br />" .00 .00 ,02 e.04 .OS .11 .04 .02 ,02 .00 .00 .00 <br />20 .00 . at} .02 e.OO .OS .10 ,04 .02 .02 .00 .00 .00 <br />21 .00 .00 .02 e.OO .05 ,09 .04 .02 .02 .00 .00 .00 <br />22 ,00 .00 .02 e.OO ,05 .09 .09 .02 .02 .00 .00 .00 <br />23 ,00 .00 .03 a.OO .04 ,09 .07 .02 .02 .00 .00 .00 <br />2. ,00 ,00 .03 e.OO ,05 .09 .05 .02 .02 .00 ,00 .00 <br />25 .00 ,00 .02 e.OO ,os ,09 .0' .14 .02 .00 .00 .00 <br />26 .00 .00 .02 e.OO .OS .17 .04 e3.9 .02 .00 .00 .00 <br />27 ,00 .00 .02 e.04 .OS .22 .04 1.6 .00 .00 ,00 .00 <br />2B .00 .00 .02 e.02 .OS ,1' .03 .35 .00 .00 .00 .00 <br />29 .00 ,01 .02 e.OO .07 .12 .03 .25 .00 .00 .00 .00 <br />30 ,00 ,01 .03 e.OO .11 .04 .17 .00 .00 .00 .00 <br />31 .00 .03 e.OO ,09 .13 .00 ,00 <br />TOTAL 0.00 0.02 0.55 0.81 1. 70 3.26 2.68 7.25 0.71 0.00 0.00 0.00 <br />MEAN .000 .001 .018 .026 .059 .11 .089 .23 .024 .000 .000 .000 <br />MAX .00 .01 .03 ,06 .17 .27 .35 3.' .09 .00 ,00 .00 <br />MIN .00 .00 .01 .00 .02 .04 .03 .02 .00 .00 .00 .00 <br />AC-FT .00 .04 1.1 1.6 3.4 6.S S.3 14 1.4 .00 .00 .00 <br />STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1994 1996, BY WATER YEAR IWY) <br />MEAN .000 .000 .009 .013 .035 .066 ,30 1.58 ,80 .002 .002 .000 <br />MAX .000 .001 .018 .026 .059 .11 ,65 4.46 2.39 .005 .007 .000 <br />IWY) 1995 1996 1996 1996 1996 1996 1995 1995 1995 1995 1995 1994 <br />MIN .000 .000 .000 .000 .010 .027 .089 .048 .000 .000 .000 .000 <br />(Wyl 1995 1995 1995 1995 1995 1995 1996 1994 1994 1994 1994 1994 <br />SUMMARY STATISTICS FOR 1995 CALENDAR YEAR FOR 1996 WATER YEAR WATER YEARS 1994 1996 <br />ANNUAL TOTAL 231.60 16.98 <br />ANNUAL MEAN .63 .046 .34 <br />HIGHEST ANNUAL MEAN .63 1995 <br />LOWEST ANNUAL MEAN .046 1996 <br />HIGHEST DAILY MEAN .76 May 17 e3.9 May 26 .76 May 17 1995 <br />LOWEST DAILY MEAN a.OO Jan 1 a.OO Oct 1 a.OO May 18 1994 <br />ANNUAL SEVEN - DAY MINIMUM .00 Jan 1 ,00 Oct 1 .00 May 18 1994 <br />ANNUAL RUNOFF (AC-FT) 459 34 246 <br />10 PERCENT EXCEEDS .40 .09 .13 <br />SO PERCENT EXCEEDS .00 .02 .00 <br />90 PERCENT EXCEEDS .00 .00 .00 <br /> a No flow many days <br /> e Estimated <br /> <br />Surface-Water Data 9 <br /> <br />J <br /> <br />." <br /> <br />