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<br />'CO
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<br />GUNNISON RIVER BASIN
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<br />53
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<br />09112500 EAST RIVER AT ALMONT, COLO.~.Continued
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<br />STATISTICS ON LOG ANNUAL HElNStALL DAYSI
<br />
<br />MEAN
<br />Z.SC
<br />
<br />"ARUNCE
<br />0.01
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<br />STANDARD OEVIATION
<br />OolZ
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<br />SKEWNESS
<br />..0.17
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<br />COEF,. 0' "ARIATION
<br />0.05
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<br />SERIAL CORA
<br />0.08Z.
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<br /> 09113000 CASTLE CREEK NEAR BALDWIN, COLO.
<br /> LOCATION.o.Lat 38D45'59", long 1 070 06' 03", Gunnison County, 2.5 mi (4.0 km) upstream from mouth, 1.4 mi
<br /> (2.3 km) downstream from confluence of ~orth and South Castle Creeks, and 3,0 mi (4.8 km) west of
<br /> Baldwin.
<br /> DRAINAGE AREA.--Za.3 mi' (52.6 Ian').
<br /> REMARKS.--Diversion above station for irrigation of about. 100 acres (405,000 m2) below station.
<br /> DURATION TABLE Of DAILY VALUES fOR YEAR ENDING SEPTEMBER 30
<br />OISCHARGE. IN CUBIC fEET PER SECOND
<br />MEAN
<br />CASTLE CREE", NEAR BALDWIN. COLO.
<br />CLASS . . 3 . . . , 8 . 10 11 12 1l .. 15 " 11 18 10 ZO " " '! .. ZS " " .28 29 30 31 J2 33 34
<br />YEAR NUMBER 0' DAYS 'N CLASS
<br />1945 31 .. 31 " " 13 3 31 .. . 3 . 3 . 3 . . . , 10 15 11 . , " 10 . .
<br />19U " 50 " " 18 .. , '8 .. " . . . , . . . 13 11 8 11 10 . 3 3 . , .
<br />19.' 50 88 . " . 8 . . . . . 11 " 11 . , . . . . 13 . , H 12 10 3 , I
<br />1948 . 2 ., 10 " .. ,. 11 16 8 8 " , . . . T . . 8 8 . 2 . 1 2 . 13 ,. 2
<br />19U 2 3 30 91 " " 12 . 11 ,. . . . , , 2 2 . 8 . . . . . 12 8 . , . .' , . .
<br />1950 1 291.29 . 8 " '8 2J 8 . . 3 , . 11 . . . . . 2 2 . . , .. . 8 3
<br />Cl.ilSS VALUe: fOTAL ACCUH PERcr CLASS VALUE fOUl. ACCUIof PC-RCf CLJl.55 VALUE fOfAL ACClIH PERCf
<br />. 0.00 . 2191 100.0 12 1.2.0 .. 93. 42.4 .. OS .. J03 11.9
<br />, 2.60 2 2191 100.0 13 14.0 38 8" 38.1 25 15 .. 339 15.4
<br />2 3.00 . 2189 99.9 .. 16.0 30 '91 36.4 " 8' 38 ". 12.5
<br />3 3.40 50 2185 99.7 15 18.0 50 '67 J5.0 21 " .. 231 10.8
<br />. ".00 "8 2126 97.0 I' 21.0 31 '11 32.7 28 11' 55 10' 8.'
<br />. ..~O '" 1838 83.9 11 24.0 51 .8' 31.3 2. 130 .. 1" '.3
<br />. 5.20 "3 1642 H.9 '8 28.0 " .,. 29.0 30 150 ,. .. ',2
<br />, 6.00 138 1419 64.8 10 32.0 31 ." 27.5 31 110 30 50 2,'
<br />8 6.90 10' 1281 58.5 20 37.0 39 'OS 25.8 32 200 " .. ',3
<br />. 8.00 8. 1172 53.5 " 43.0 .. ... 24.0 " '30 . 10 .'
<br />10 9.20 .. 1088 49.7 " 49.0 " "I 22.0 ,. 210 1 1
<br />11 11.00 " 1019 46.5 2J 51.0 " 6" 19.8
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<br /> KIGHEST MEAN VALUe: AND RANKI~G fOR TKE fOLLO~ING NUMBER Of CONSECUTIVE DAYS IN YEAR ENDING SEPTEMBER 30
<br /> DISCHARGE, 'N CuBIC fEET PER SECO~D
<br /> MEAN
<br /> CASTLE CREE", NEAR BALDWIN. COLO.
<br /> YEAR 1 3 , 15 30 " .0 120 '83
<br /> 1945 17e.o . 168.0 . 159.0 . 153.0 3 136.0 . 112.0 . 97.0 6 82.0 , S8.0 6
<br /> 1946 194.0 173.0 6 1..3.0 :1
<br /> 6 153.0 . . 113.0 . 85.0 . 74.0 . 62.0 . 44.0 .
<br /> 1947 238.0 3 199.0 3 160.0 6 153.0 6 hl.0 6 )21.0 3 107.0 3 " 89.0 3 65.0 3
<br /> 1948 245.0 2 234.0 2 221.0 2 210.0 2 196.0 , 150.0 I 119.0 , 96.0 1 67.0 ,
<br /> 1949 300.0 1 214.0 1 250.0 1 224.0 1 188.0 2 140.0 2 115.0 2 94.0 2 605.0 2
<br /> 1950 178.0 . 170.0 . 16060.0 3 15l.0 . 141.0 3 118.0 6 92.0 . 74.0 . Sl.O .
<br /> LOWEST MEAN VALUE AND RANKING FOR T~E FOLLOWING NUMBER OF CONSECUTIVE DAYS IN YEAR ENDING MARCH 31
<br /> DISCHARGE' IN CuBIC FEET PER SECO~O
<br /> HE.N
<br /> CASTLE CREEK NEAR BALO~IN, COLO.
<br />,
<br />3 YE"R 1 3 , l' 30 .. 90 120 183
<br />, 1946 4.00 3 4.00 3 4.10 3 4.30 3 4.~O 3 4.60 3 4.10 3 5.00 3 6.80 ,
<br />0 aU ..60 . ....60 . 4.60 . 4,60 . 4.60 , 4.70 . 4,90 . '.10 , 5,70 3
<br />. 1948 4.50 6 4.60 . 5.00 . 5.20 . 5.600 . 5.80 . 5.80 . 6.00 S 7.80 .
<br />. 1949 3.80 2 3.80 2 3.80 2 3.80 2 3.80 , 3.90 I 4.00 1 4.lo . 5.00 2
<br /> 1950 2.60 , Z.80 I 3.10 1 3.70 , 3.80 2 ".00 2 4.00 2 4.10 1 4.50 I
<br /> STATISTICS ON "lO~"'''L MONTHLY MEANS ULL DAYS'
<br /> DC' NOY OEC JAN FE, MARCH "PRIL MAY JUNE JULY .v. SEPT
<br /> " ROWS ("'[AN,VARIANCE.STANDARD DEVI4TION.S~EwNESS.COEFF. Of VARIATION. PERCENTAGE OF AVERAGE VALUEI
<br /> 9.44 6.58 5.14 4.63 4.69 5.10 HI.8 85.9 13' 71.3 l'.2 11.7
<br /> 8.24 2.89 0.82 0.32 0.81 0.49 6".7 ." .., ." 88.60 31.3
<br /> 2.81 1.70 0.90 0.56 0.90 0.10 8.05 25.1 22.1 21.6 9.41 5.59
<br /> 0.94 0.16 D.603 1.04 0.91 -0.55 1.84 IdS 0.43 -0.50 0.38 1.81
<br /> 0.30 0.26 0.28 0.12 0.19 D.l4 0.43 O.JO 0.16 O.3fJ 0.J9 o..e
<br /> 2.44 1.70 1.33 1.20 1.21 1.32 ".81 22.2 3~.9 18.5 6.lS 3.03
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