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<br />06752260 CACHE LA PQUORE RIVER AT FORT COLLINS. CO--Cont1nued <br /> <br />DATE: June 21. 1283 <br />STATION: 127.0 FT <br /> <br />GAGE HEIGHT=_7.25 FT <br /> <br />TIPE OF ~EAS: BRIDGE <br /> <br />y/I <br /> <br />1= 9.1 FI <br /> <br />LEW: 61 FT <br /> <br />REW:161 fT <br /> <br />y AA v PAA v PCT <br />(FT! <FTlSI (FT/SI OIFF <br /> <br />PAA <br />v/V <br /> <br />FLOW CHARACTERISTICS: <br />~ETER ALPHA F V.6 ~CT OF KEAN V.2-.8 PCT OF ~EAN <br />AA 1.11S 0.58 11.10 11!'lJ.___ Q.50 O~._ <br />P A A 1.19 O~~11.1~_lli2-__2.!.lL-7__--..Qrl___ <br /> <br />STA TI ON: l~iiFT-,;-7:1Fr--TY"PEoFMEiS:BRIDGE- <br /> <br />0.05 0.~8 <br />0.10 O.g7 <br />0.20 1.13~ <br />0.30 2.91 <br />0.40 3.€S <br />V.50 4.85 <br />0.60 5.82 <br />0.10 6.79 <br />O.~O 1.16 <br />0.90 8.13 <br />1.00 ':i.10 <br />VlFT/Sl: <br /> <br />9.61 <br />9.89 <br />10.12 <br />10.62 <br />11.10 <br />11.10 <br />11.10 <br />10.36 <br />~.A9 <br />6.81 <br />0.00 <br />9.48 <br /> <br />y/T <br /> <br />c:l.119 <br />9.9t.i <br />9.99 <br />10.6-Y <br />10.92 <br />lO.Cl2 <br />11.18 <br />10.21 <br />~.7" <br />5.6 :5 <br />0.00 <br />9.32 <br /> <br />AA <br />v/V <br /> <br />-3.2 1.02 <br />-1.0 1.04 <br />1.3 1.01 <br />-0.5 1.12 <br />1.6 1.17 <br />1.6 1.17 <br />-0.7 1.11 <br />1.5 1.09 <br />1.-1 0.94 <br />21.0 0.72 <br />0.0 0.00 <br />PCT OIFF IN <br /> <br />1.07 <br />1.07 <br />1.0'1 <br />1.14 <br />1.17 <br />1.17 <br />1.20 <br />1.09 <br />o. q.. <br />0.60 <br />0.00 <br />~EAN VELOCITIES= <br /> <br />1.6 <br /> <br />I <br />I <br />1 <br /> <br />Y AA v PU v pcr <br />(FT) (FTlSI (FTlSI OIFF <br /> <br />PAA <br />v IV <br /> <br />AA <br />v/V <br /> <br />0.05 O.1!F1 p.11 ,1).74 -0.3 1.02 1.0:; <br />0.10 0.17 9.26 9.02 2.1 1.08 1.09 <br />0.20 1.54 5.26 9.20 0.1 1.08 1.11 <br />O.31J 2. :31 1:1.46 Q.20 2." 1.11 1.11 <br />0.4"- 3.0R 9.4 Ii 8.96 5.6 1.11 I.OA <br />0.50 3.85 9."6 8.96 5.6 1.11 1.013 <br />O.6(] 4.E2 9.46 9.02 ~.9 1.11 1.09 <br />0.10 5.39 A.89 9.02 -1." 1.0" 1.09 <br />0.80 6.16 q.11 8.13 7.1 1.02 Q.9~ <br />o.qO #5.'9.3 1.4 J 7.12 ~.~ 0.87 0.86 <br />1.00 1.70 0.00 0.00 0.0 0.00 0.00 <br /> V <FT IS" A.56 8.2~ PCT OIFF IN KEAN VELO CI T IES= 3.2 <br />F111W CHARACTERISTICS: <br />~ETER nPHA F V.6 PCT OF KEAN V.~-.8 PCT OF ~fAN <br /> AA 1.12 o .SR Q.'6 la.':' 8.98 5.0 <br />PAA 1.12 0.56 q.02 a.B ~.!..~--~--- <br />-------- BRIDGE------------- <br />STATION: 144.0 FT T= 5.7 FT TYPE OF MElS: <br />ylT y AA v PH v per AA "u <br /> CFT) (fT/SI (FT/S) OHF v/V v/V <br />0.05 0.28 7.91 7.59 5.0 1.241 1.26 <br />0.10 0.51 ,Q,.11 1.9~ 2.9 1.21 1.32 <br />0.20 1.14 lJ.Ja 7.')4 5.5 1.30 1.32 <br />0.30 1.11 q.5~ 8.32 2.6 1.33 1.38 <br />0.410 2.28 S.54 1.76 10.1 1.33 1.29 <br />0.50 2.85 1.6 a 1.12 6.7 1.18 1.18 <br />0.60 3.42 6.61 6..5 3.~ 1.0'" 1.07 <br />0.70 3.S9 5.20 4.73 9.~ 0.81 0.18 <br />0.80 4.56 4.85 ~ .20 15.5 0.75 0.70 <br />1.00 5.70 0.00 0..00 0.0 0.00 0.00 <br /> VlFT IS): 5.lf3 6.1:.'3 PCT OIFF IN KEAN VELOCITIES= 6.1 <br /> <br />FLOW CHARACTERISTICS: <br />~ETER ALPHA F <br />AA 1.38 0.56 <br />PAA 1.~1 0.53 <br /> <br />V.6 <br />6.61 <br />6.!., 45 <br /> <br />PCT OF MEAN V.2-.8 PCT OF ~EAN <br />3.7 6.61 2.<:J <br />1.0 ____3~Q1______~!________ <br /> <br />44 <br />