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<br />I <br /> <br />I <br /> <br />~anl'li~g'$ ~ value$ <br />Sta ~ val Sta <br />o .06 1B.7 <br /> <br />577.927949.91585.677950.47 <br />605.677952.18607.927952.41 <br /> <br />""- <br />nval <br />.035 <br /> <br />587.927950.63 <br />610.167952.61 <br />3 <br />Sh nval <br />175.8 .06 <br /> <br />ery$talRiverrep <br />595.677951.3597.927951.46 <br />614.167952.88 <br /> <br />aanl<;s.ta.:l<!ft ~}~~i l<!ngtns: left chann<!l Right Co<!ff Contr. Expan. <br /> 153.7 34.24 35.06 34.99 .3 .S <br />I~effettiv<! Flow num_ , <br />Stal StllR Elev I'<!rmanent <br />0 132.1 7936.2 , <br />187.4 614.1679]5.88 , <br />eROSS SECTION oUTPlJT I'rofilenoo-year <br />~~~. H~~av (tg) 7930.89 Eleme~t leftOB channel Ri8~~6gB <br /> 1.70 IoIt.n-val. 0.060 0.035 <br />w.~. Elev ~ft~ 7929.19 Reathlen. (ft) 5.25 5.25 5.25 <br />crlt W.S. ft 7927.89 Flow Area ($q ft) 42.89 173.07 35.13 <br />E.G, Slopeeft/ft) 0.004585 Area ~$1 ft) 42.89 173.07 35.13 <br />Q Total eth) 2181.00 Flow t$) 145.77 1919.25 115,98 <br />~~~ ~~~~~ m}$) 46.51 TOp wi dth ~ft) 13.42 22,10 10,99 <br /> 8.69 AV~. vel. ftl$~ 3,40 11.09 3,30 <br />Max Chl Dpth Cft~ 9.27 Hyr.Depth(ft 3.20 7.83 3.20 <br />Conv. Total ~th 32208.2 Conv. (th) 2152,6 28342.8 1712,8 <br />length wtd. ft) 5.25 wetted Per. (ft~ 14,87 22.84 12.72 <br />\olin eh El (ft) 7919.92 shear (lbj$qft 0.83 2.17 0.79 <br />Alpha 1.45 StreamPower(ljfts) 2.81 24.05 2.61 <br />Frttn lOS$ ~ft~ 0,03 cum volume (atre-ft) 40.45 74.53 42.09 <br />C & E lO$S ft 0.28 Cum SA (atre$) 23.19 19.31 24,62 <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />Warn;~q: The velocity head has changed by more than 0.5 ft (0.15 m). Thh may indicate the ~eed for <br />additional tross settio~$, <br /> <br />CROSS SECTION OUTPuT Profile#Floodway <br />~~r' H~~av (~W 7930.89 Element Left 08 Channel Rig~~6gl1 <br />1.70 WL n-val. 0,060 0.035 <br />w.~. Elev ~ft~ 7929.19 ReathLen. (ft) 5.25 5.25 5,25 <br />Cnt W.S. ft 7927,89 Flow Area ($qft) 42.89 173,07 35.13 <br />E.G. Slope (ftjft) 0.004585 :~~: ~~1srt) 42.89 113.07 35.13 <br />QTotal (th) 2181.00 145.77 1919,25 115,98 <br />~~~ ~~;~ f~U$) 46.51 TOp width fft) 13,42 22.10 10.99 <br />8.69 AV9' vel. ft/s~ 3.40 11.09 3.30 <br />Max chl Opth (ft~ 9.27 Hyr,Oepth(ft 3,20 7.83 3.20 <br />COIW. 10tal ~tfs 122011.2 coov, (tfs) 2151.6 211342.8 1712.8 <br />Lengthloltd. ft) 5,25 wetted Per, (ftl 14,87 22.114 12.72 <br />MinChEl (ft) 7919.92 Shear(lbj$qft 0.83 2.17 0,79 <br />Alpha 1.45 stream Power (1 jft $) 2.81 24,05 2.61 <br />FrttnLoss ~m 0.03 Cum volume (atre-ft) 19.64 110.96 15,1] <br />C &. E Loss 0.28 Cum SA (atrn) 7.76 19.31 6.42 <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />Warning: The velotity head has tha~ged by more than 0.5 ft (0.15 m). This may indit..te the ~eed for <br />additio~al cross settions. <br /> <br />CROSS SECTIO~ OUTPUT Profile #lO-year <br /> <br />I <br /> <br />~~~. H~~dv (~g) <br />~~~t ~~~~ f~n <br />E,G, Slope (ftjft) <br />QTotal(th) <br />~~~ ~~~~~ H~}s) <br />~~~v ~h~o~~fh (~~~~ <br />Lengthwtd. (ft) <br />lolinehEl (ft) <br />Alpha <br />FrctnLO$$(ft) <br />C &. E Loss (ft) <br /> <br />I <br /> <br />7929,50 <br />1.47 <br />7928.03 <br />7926.87 <br />0.004774 <br />1657.00 <br />42.09 <br />8.Z9 <br />8,11 <br />23981.1 <br />5.25 <br />7919.92 <br />1.37 <br />0.03 <br />0.25 <br /> <br />Eleme~t <br />wt. ~-val, <br />Reach Le". (ft) <br />Flow Area (sq ft) <br />~~~~ ~~1srt) <br />1opwidth(ft) <br />Avg. ve', (ft{s) <br />Hydr,DepthCft) <br />Conv. (th) <br />~~~~~d (j~/sq (m <br />Stream power (lbjft $) <br />Cum volume (acre-ft) <br />cum SA (at res) <br /> <br />left 08 <br />0.060 <br />5.25 <br />28.76 <br />28.76 <br />87,31 <br />10,99 <br />3.04 <br />2.62 <br />1263.6 <br />12.17 <br />0.70 <br />2.14 <br />30.64 <br />20.17 <br /> <br />Channel <br />0,035 <br />5.25 <br />147,49 <br />147.49 <br />1500.21 <br />22.10 <br />10.1.7 <br />6.67 <br />21712,0 <br />22.84 <br />1,92 <br />19.57 <br />63,911 <br />19.31 <br /> <br />Rig~56gB <br />5.25 <br />23.56 <br />23.56 <br />69.47 <br />9.00 <br />2.95 <br />2.62 <br />1005.5 <br />10.41 <br />0.67 <br />1.99 <br />29.69 <br />20,21 <br /> <br />war~i"g: The velocity head ha$ tha~ged by more tha~ 0.5 ft (0.15 m). This may i~ditate the ~eed for <br />additio~al tross $ect;o~s. <br />warni~g: The co~vey..nce ratio (upstream to~veya,:,ce divided by dow~$tream tonveyante) is less than <br />0.7 or greater than 1.4. This may indlcate the need for additio~al cross settions. <br />CROSSSECTlONOUTPUT profilelf50-year <br /> <br />I <br /> <br />~h:~d"(~:;' <br />~~~i: ;~~~ ~m <br />E.G. slope (ftjft) <br />QTotal(cfs) <br />~~f ~~~;~ m}S) <br />Maxchlopth(ft) <br />Conv, Total (th) <br />LengthWtd. (ft) <br />MinchEl (ft) <br />Alpha <br />~r2~ t~~~ ~m <br /> <br />I <br /> <br />79.10....s.o-Uemer+ <br />1.65 Wt. ~-val. <br />7928.85 ReathLen. (ft) <br />7927,61 Flow Area ($1< ft) <br />oig~1~gJ :~~~ ~~1srt) <br />45.21 Top width (ft) <br />8.63 Avg, vel. (ftjs) <br />8.93 Hydr.Depth(ft) <br />29646.0 Conv. Ctfs) <br />5,25 Wetted Per. (ftl <br />7919.92 shear (lbjsq ft <br />1.43 StreamPower(ljfts) <br />0.03 cum volume (acre-ft) <br />0.26 Cum SA (at res) <br /> <br />~f'-"& <br />0.060 <br />5.25 <br />311.42 <br />38.42 <br />127.34 <br />U.70 <br />3.31 <br />3,02 <br />1858.7 <br />14.07 <br />0.80 <br />2.6S <br />37.51 <br />22.25 <br /> <br />CIa 1 <br />0.035 <br />5.25 <br />165.50 <br />165.50 <br />11102,]4 <br />22.10 <br />10,89 <br />7.49 <br />26308.3 <br />22.84 <br />2.12 <br />23.12 <br />71.63 <br />19,31 <br /> <br />~gB <br />5.25 <br />31.47 <br />31.47 <br />101.32 <br />10,40 <br />3.22 <br />3.02 <br />1479,0 <br />12.03 <br />0.77 <br />2.47 <br />38.32 <br />23,62 <br /> <br />warning: The velocity head has thanged by more tha~ Q.5 ft (0 15 m). This may indicat<' the ~eed for <br />additional cross sections. <br /> <br />CROSS SECTION OUTPUT Profilelf500-year <br />~~~. H~~dv (~~F 7931.69 Eleme~t LeftOB Channel Jl.i8~~6gB <br />1.B2 Wt.n-val. 0.060 0.035 <br />101, s, Elev ~ft~ 7929.87 ReathLen. eft) 5.25 5.25 5.25 <br />CritW.S. ft 7928.49 Flow Area (sqft) 52.53 188,13 42.93 <br />E.G. slope (ftjftJ 0.004450 :~~: ~~1srt) 52.B 1811.13 43.02 <br />QTotal (ch) 2515.00 188.15 2172.87 1B.98 <br />~~f *~~;~ m}s) 49.12 Top wi dth ~ft) 14.85 22.10 12.17 <br />11.87 AV~. vel. ft!s) 3.58 11.55 3.59 <br />Max elll Dpth (ft~ 9.95 Hyr. Depth (ft) 3.54 8.51 3.70 <br />tonv. Tota 1 ~tfs 37701.5 Co~v, (th) 2820.5 32572.7 2308.3 <br />LengthWtd. ft) 5.25 Wetted Per, (ftl 16.45 22,84 13.42 <br />lolinchEl (ft) 7919.92 shear (lb/$q ft 0,89 2.29 0.89 <br />Alpha 1.49 Stream power (11ft s) 3.18 26.43 3.19 <br />FrttnLOSS ~m 0.03 Cum volume (atre-ft) 47.84 80.97 50.47 <br />C & E LOSS 0.30 Cum SA (Iltres) 27.011 19.31 27.77 <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />BRIDGE <br /> <br />Warning: The velocity head has thanged by more th..nO.5 ft (0.15m) . This may indicate the need for <br />additionalcros$sett;ons. <br /> <br />I <br /> <br />I <br /> <br />Page 20 <br />