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<br />07084500 LAKE CREEK ABOVE TWIN LAKES RESERVOIR, CO--Continued <br /> <br />DATE: June 30, 1983 <br /> <br />&AGE-tl!j&HT= 3.98 FT <br /> <br />LE~: 0 fI___E~~_43 FT <br /> <br />9.0n <br /> <br />TlPE OF MElS: BRIDGE <br /> <br />--STATION: <br /> <br />l= 2.5 FT <br /> <br />.,/T <br /> <br />., AA v PAA v PCT <br />1FT) IFT/S) rFTISI OIFF <br /> <br />AA <br />vlV <br /> <br />PAA <br />v/V <br /> <br />o. O~ 0.12 15.53 14.03 10.1 1.2q 1.24 <br />0.10 0.25 16.91 15.11 7.2 1.ltl 1.39 <br />0.20 0.50 16.5" 14.13 12.3 1.38 1.30 <br />0.30 0.15 13.88 13.~O 3.6 1.15 1.1 R <br />o.~o t.en 13.59 12.82 6.0 1.13 1.13 <br />0.50 1.25 13.2E 12.55 5.7 1.10 1.11 <br />0.60 1.50 12.36 12.03 2.1 1.03 1.06 <br />0.10 1.15 11.82 11.45 3.2 0.98 1.01 <br />0.15 1.'!~ 11.51 11.18 3.5 0.96 0.99 <br />1.00 2.'50 0.00 0.00 0.0 0.00 0.00 <br /> VIFT/SI: 12.02 11.32 PCT OIFF IN MEAN VELOCITIES= 6.1 <br /> <br />FLOW CHARACTERISTICS: <br />MET~~~__ALPHl_-~-__Jl-G OCT OF "'EAN- >'.2 .R <br />----- AA 1.38 1.57 12.36 2.8 <br />PAA 1.35 1.47 12.]1______6.2 <br /> <br />PC T Of /'It.aN <br /> <br />STATION: 15.0 FT Y= 3.0 FT TYPE OF MEAS: BR lOGE <br />.,/T ., AA v PAA v PCT AA PAA <br /> 1FT> I"TlS) 1FT'S) DIFF vlV vlV <br />O.Oj e.15 15.91 1-:5 .11 5..1 1.53 1.53 <br />0.10 a..!o 15.91 14.13 8.0 1.53 1.50 <br />0.20 0.60 12.09 12.03 0.5 1.16 1.22 <br />0.30 O.CJ{) 11.82 11.18 5.7 1.14- I.H <br />0.4 C 1.20 11.10 10.43 6.t 1.07 1.06 <br />0.50 1.~O 10.88 9.99 8.9 1.05 1.01 <br />0.60 1.80 10.12 9.78 3.5 i).~1 0.99 <br />0.70 2.10 9.8'::1 9.58 3.2 0.95 O.'ll <br />0.80 2.40 '3.4 E B.H B .21 U.91 0.89 <br />1.00 3.00 0.00 0.00 0.0 0.00 0.00 <br />V I"T IS I: 1 0.40 9.85 PCT OIFF IN MEAN VELOCIT IES= 5.6 <br /> <br />FLO\l CHARACTERISTICS: <br />METER ALPHA F V.6 <br />AA 1.37 1.24 10.12 <br />PAA 1. 37-...U!l-9. 78 <br />--SrATiON:"-22.9FT-,;-"3.6 F T <br /> <br />PCT OF MEAN <br />-2.1 <br />-0.1_ <br /> <br />V.2-.8 PCT OF "'EAN <br />10.17 3.7 <br />1 Q...1L___...2~_______ <br /> <br />TTPE OF MEAS:-eRTDGE------------- <br /> <br />y/Y <br /> <br />y AA v PAA v PCT <br />1FT> I"T/S) IFT/S} DIFF <br /> <br />AA <br />vlV <br /> <br />PAA <br />v/V <br /> <br />0.05 o.tl3 ~.71 6.R4 21.3 1.56 1."7 <br />0.10 O.~5 A.89 1.12 2"'.9 1.60 1.53 <br />0.20 0.1'2 8.11 6.84 19.4 1.41 1..7 <br />0.30 1.g.q 7.91 6. ~ 5 23.6 1.43 1.3A <br />0.40 1.44 6.81 6..5 5.6 1.22 1.38 <br />0.50 1.80 6.2 S 5.37 17.1 1.13 1.15 <br />0.60 2.16 5.45 ~.13 15.2 0.98 l.Dl <br />0.10 241~2 ,'3.89 3.16 23.1 0.10 0.68 <br />1.00 3.60 0.00 o .oc 0.0 0.00 0.00 <br /> VIFT/S): 5.51 4.66 PCT OIFf IN ~EAN VELOCI TIES; 19..4 <br />FLOW CHARACTER ISTICS: <br />ME TE R ALPHA F V.6 PCT OF MEAN V.2-.e PCT OF MEAN <br /> AA 1.6S 0.61 5.45 -2.1 <br />PAA 1.67 0..56 4.11 1.4 ---- <br /> <br />62 <br /> <br />I <br />I <br /> <br />I <br />~ <br />