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<br /> u6710500 BEAR CREEl( AT HORRISON, CO <br />Q!~!!!....!L.l:l83 GAlGE_~[IGHT= 6.01 FT LEII: - REW: - <br />STATION: 20.0 FT y= 20J FT TYPE OF MEAlS: BRIDGE <br />,IY , AA . PAA v PCT AA PAA <br /> (FlJ (~T1S) eFT/S) DIFF vlV ,/V <br />0.05 (J.ll 5.4S 3.q4 38.3 1.23 1.00 <br />0.10 0.23 5.\5 \.13 15.2 1.23 1.20 <br />0.20 0.~6 S.64 5.\9 2.1 1.27 1.\0 <br />0..30 0.6'" 6.06 '5.25 15.4 1.36 1.34 <br />O.<lO 0.'32 6.06 5.\'9 10.4 1.36 1.40 <br />0.50 1.1'5 '5.45 5.25 '08 1.23 1.3" <br />0.60 1.~r:J 4.:37 4.38 -0.2 0.98 1.11 <br />0.70 1.61 3.72 3.38 lO.l o.a. 0.86 <br />0.80 1.84 3.31 2.31 3'J.1 0.1" 0.60 <br />1.00 2.30 0.00 0.00 0.0 D.OD c.ao <br />MEANfFT/S': 4.44 3.93 PCT DIFF [N MEAN VELOCITIES= 13.1 <br />FlOW CHAR.lClER [ST ICS: <br />METER AlPHolI F , .G PCT OF MEAN V.2-.B PCT OF MEAN <br /> AA 1.3'3 0.61 4.31 -1.7 ....\7 00' <br />PAA .1.46 0.55 4.38 11.'5 -lill- 0.0 <br />STATION: 25.0 FT y= 2.7 FT TYPE OF MEAS: BRIOGE <br />,IY , AA v PAA . 'CT AA -AA <br /> (FT>> {FT/S) CfllS) DIFF ./V vlV <br />0.05 f). Pi 10.12 ':'.1 It 'oS 1.71 1.11 <br />0.10 0.21 ,'1.54 9.78 -12.1 1..... 1.71 <br />0.20 0.5" 1.78 8.52 -8.1 1.32 t....<J <br />0.30 o.al 1.26 1.12 2.0 1.23 1.2" <br />0."0 1.0~ 6.61 6.57 1.5 1..13 1..1'i <br />0.50 1.35 5..8" 6.01 -2..8 r}.<J9 1.05 <br />0.60 1.62 5.8'\ '5.49 Go' 0.9'9 1).96 <br />0.10 1,,8'1 5.20 5..63 -1.1) 0.88 1]."l8 <br />0.80 2.1fi 4..:n 2.21 '31.1 0.10\ :1.3'" <br />1.0n 2.10 0.'00 1]..00 0.0 0.00 0.00 <br /> V(FT/S): "'5.31 5.7.3 PCT OIFF IN MEAN V(LOClTtE.s::- 3.2 <br /> <br /> FLOW CHUACTE'RtST les: <br /> METER ALPHA F V oG PCT OF MEAN V...!-. 'i PCT OF MEAN <br /> .. 1.. .8 0.71 '5. 8~ -1.3 12.07 2.' <br /> PAA 1.12 (1.81 '5.49 -4.2 3~__-=W__ <br /> $TA nON: 30.0 FT y= '00 FT TYPf OF MfAS: BRii5~--- <br /> "T , " . FAA v PCT AA .AA <br /> (FT) (FTlS) efT IS) OIFF vlV vIV <br /> 0.05 a .15 11.~ ~ 12..68 -9. , 1.49 1.~6 <br /> 0.10 1l.~O 1.1.59 1:5.66 -0.5 1.17 2.00 <br /> a.2~ J.eo 11.15 10.92 ... 1.49 1-60 <br /> 0.30 ~.90 i.iS7 9.3'3 J.O 1.26 1.:57 <br /> 0."0 1.20 7.43 6.57 13.1 0.'J1 'J.<J6 <br /> 0.50 1.:0 6.54 5.91 10.1 '1.85 0..81 <br />I 0.60 1..80 5.55 '5..03 10.3 1).12 0.1" <br />I 0.10 2.10 ':;'.41 4.61 .l'J.O 0.84 0.57 <br />0..80 2....0 7.26 4.DB 11."1 O.9'l 1).':;0 <br />-----+- 1.DO J.aa 6..1)6 a.50 D.J- D.Da ::1.-:10 "--------- <br />I \I (FT IS): 1.61 6.83 'C r OIfF [N MEAN VELOCIT IE s= 12.J <br /> <br />FLOW CHJ.R,IcrfRIST IC<:;: <br />METfR ALPHA F V.G PC, OF MEAN V.2-.8 PCT OF MEAN <br />A' t.51 O.'fA 5.55 -21.1 'h35 21.9 <br />... 2.00 0.98 5.03 -26..4 1..50 'o^ <br />suTta...: 35.0 FT y= 2." F T TYPE OF M[AS: BRIDGE <br />,IT , " . PAA v 'CT AA 'AA <br /> (FT) (FT/S) (FTlSJ DIFF ./V vIV <br /> <br />0.0'5 0.12 10.62 ~.o.,. <br />0.10 0.24 12.55 10.61 <br />0.21':1 0.. 4~ 13.32 11.45 <br />0.30 !l.72 10.12 10.21 <br />0.40 O.'il6 B.11 A.32 <br />0.'30 1.20 '5..02 7.76 <br />O.GB 1.4~ 8.11 7.12 <br />0.70 1.68 5.64 1.30 <br />O.8D 1.9? 11.2q 0.31 <br />1.00 2.",,0 1)..90 Q..O 0 <br /> HFT IS J: 6..88 6.20 <br /> <br />17.1 1..54 <br />11..!; 1.!!2 <br />Ie..3 1.<J4 <br />-O.'J 1.41 <br />....1 1.27 <br />-35.3 0.73 <br />1-1-.1 1.19' <br />1<J6.8 0.82 <br />-6.'5 0.0" <br />0.0 0.00 <br />PC r OIFF IN <br /> <br />1.46 <br />1.12 <br />1.85 <br />1.65 <br />1.34 <br />1.25 <br />1.15 <br />0.31 <br />0.lI5 <br />0.00 <br />I1EAlN VELOCITIES:; <br /> <br />10.9 <br /> <br />FLOW CHAlRolICfERISTTCS: <br />METER AlP"A F <br />AA 2..2.. 1.11 <br />PAA _1~~~01 <br /> <br />, oG <br />8.11 <br />7.12 <br /> <br />PCT OF MUN <br />18.A <br />-1.h.!! <br /> <br />\1.2-..11 <br />6.R;O <br />5.8'1 <br /> <br />peT OF MEAN <br />-1.1 <br />___--=~l________ <br /> <br />25 <br />