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<br />06116S00 CLEAR CREEK NEAR LAWSON, CO--Cont1nued <br /> <br />DATE: June 22.L....!:'B3 GAGE H1!GHT= 5.93 FT LEW: 0 fT REW: S~ FT <br /> MEAS: ---- <br />STATION: 12.0 FT T= ~.S FT TYPE OF CA8LEWAY <br /> y/T y ,AA v PH v PCT AA PH <br /> (FTI (FT IS) IFT/S') DIFF v/U v/V <br /> , <br /> <br />.025 0.11 14.1~ 13.1tl <br />0.05 0.22 13.59, 12.29 <br />0.10 0.4'5 11.82 11.-4-!,j <br />0.20 0.130 11.10 10.67 <br />0.30 1.~S 10.6 ;2 10.43 <br />0.40 1.80 10.12 10.43 <br />0.'50 2.25 '3.8-3 '3.39 <br />0.60 2.10 A.Sq A...S2 <br />0.10 "3.15 A.22 8.1 J <br />O.BO 3.60 6.41 6.4'5 <br />O.BS 3.82 <) .14 '5...31 <br />1.00 4.50 0.00 0...00 <br /> VIFT/SI: R.8l R..64 <br /> <br />FLOW CHARACTERISTICS: <br />METER ALPHA F V.6 <br />AA 1.36 0.86 ~.89 <br />________~!~____1~~2~~~1--ll~21- <br /> <br />8.2 1.60 <br />10.6 1.53 <br />J.2 1..3:5 <br />4.0 1.25 <br />1.~ 1.20 <br />-3.0 1.14 <br />5.3 1.12 <br />4.3 1.00 <br />1.1 0.93 <br />-0.6 0.12 <br />-2.9 0.65 <br />o.a 0.00 <br />PCT DIFF IN <br /> <br />PCT OF MfAN <br />0.3 <br />-1. " <br /> <br />1.52 <br />I.~2 <br />1. .32 <br />1.23 <br />1.21 <br />1.21 <br />1.09 <br />D.'ll:! <br />0.c)4 <br />0.15 <br />0.68 <br />0.00 <br />MEAN VELOCITIES= <br /> <br />2.6 <br /> <br />V.2-.R Per OF MEAN <br />R.TS -1.3 <br />______~.5~_____~________ <br /> <br />STATION: 20.0-.r---Y~:O~T----TYPE OF-HtAS: CA8LtWAT <br /> <br />AA v PAA v PCT AA PAA <br />(F TIS I (FT/SI DIFF v/V ./V <br />12.0 '9 12.82 -5.1 1.32 1.42 <br />10.8~ 11.U~ -2.1 1.1R 1.24 <br />10.8R 10.61 2.0 1.18 1.18 <br />11l.8a 10.67 2.0 1.18 1.18 <br />10.a8 10..67 2.0 1.18 1.18 <br />10.62 10.~ 3 I.R 1.16 1.16 <br />10.36 1/].21 1.5 1.13 1.13 <br />'3.07 8.'52 6.5 Q.99 0.95 <br />7.97 7.27 9.0 0.87 0.~1 <br />0.00 a.oc 0.0 0.00 0.00 <br />9.1'9 9.01 PCT OIFF IN MEAN VELOCITIES= 2.0 <br /> <br />ylY y <br />(F II <br /> <br />0.05 0.20 <br />Q.lll 0.'10 <br />0.20 o.eo <br />0.30 1.20 <br />0.4-0 1.60 <br />0.50 2.00 <br />0.60 2.&H) <br />0.10 2.8C' <br />0.80 3.2'1 <br />1.00 4.01) <br />VIFTlSI: <br /> <br />-+-u <br /> <br />FLO~ CHARACTERISTICS: <br />METER ALPHA F V.6 PCT OF MEAN <br />...~.- AA I.2~ ~.n 1&d6 12.8 <br />__--!.!L-lill-...L2-L.1.hl1--U....! <br /> <br />V.2-.R peT OF MtlN <br />q_~2 2.6 <br />.!!~L___--=!!.rl___ <br /> <br />STATION: -3~OFT-Y;-;;:2~r--TTPr OF HETs:c~iii:EiiAY------- <br />yIT y AA v PAA y PCT AA ?AA <br /> I FYI IFT/SI IFT/SI DHF y/V .n <br />o.os 0.21 ~.17 8.52 -".1 1.3" 1.41 <br />0.10 0.42 "7.78 1.76 0.3 1.28 1.29 <br />0.20 O.B 0\ I.B 1.SQ 2.5 1.28 1.26 <br />0.30 1.26 1.B 7.12 4.4 1.22 1.18 <br />0."'0 1.68 5.136 6.84 I.d 1.15 1.13 <br />0.50 2.10 6.R1 6.'57 3.1 1.12 1.09 <br />(1.60 2.S2 6.06 6.11 -0.8 1.00 1.01 <br />0.10 2.~" 5.14 5.49 0\.6. 0..94 0.91 <br />0.80 3.36 1\.75 '5.D .3 -5.0 0.78 0.83 <br />0.85 3.51 -4.0\6 4.61 -3.3 o. 7~ Q.76 <br />1.00 1\ .2ll 0.00 0.00 o .!) 0.00 0.00 <br />vln/SI: 6.08 6.1)3 PCT DIFF IN MEAN VELOCITIES= 0.8 <br /> <br />FLOW CHARACTERISTICS: <br />METER ~LPHA F <br />AA 1.28 0.59 <br />PAA 1.28 0.59 <br /> <br />V.6 <br />6.06 <br />6.11 <br /> <br />PCT OF MEAN <br />-0.3 <br />1.3 <br /> <br />32 <br /> <br />V.2-.8 <br />&.26 <br />2ill_ <br /> <br />PC T OF MEAN <br />3.1 <br />4.t____ <br />