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<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
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<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~$,
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<br />CROSS SECTION OUTPuT Profile#Floodway
<br />~~r' H~~av (~W 7930.89 Element Left 08 Channel Rig~~6gl1
<br />1.70 WL n-val. 0,060 0.035
<br />w.~. Elev ~ft~ 7929.19 ReathLen. (ft) 5.25 5.25 5,25
<br />Cnt W.S. ft 7927,89 Flow Area ($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
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<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.
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<br />CROSS SECTIO~ OUTPUT Profile #lO-year
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<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
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<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 $)
<br />Cum volume (acre-ft)
<br />cum SA (at res)
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<br />left 08
<br />0.060
<br />5.25
<br />28.76
<br />28.76
<br />87,31
<br />10,99
<br />3.04
<br />2.62
<br />1263.6
<br />12.17
<br />0.70
<br />2.14
<br />30.64
<br />20.17
<br />
<br />Channel
<br />0,035
<br />5.25
<br />147,49
<br />147.49
<br />1500.21
<br />22.10
<br />10.1.7
<br />6.67
<br />21712,0
<br />22.84
<br />1,92
<br />19.57
<br />63,911
<br />19.31
<br />
<br />Rig~56gB
<br />5.25
<br />23.56
<br />23.56
<br />69.47
<br />9.00
<br />2.95
<br />2.62
<br />1005.5
<br />10.41
<br />0.67
<br />1.99
<br />29.69
<br />20,21
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<br />war~i"g: The velocity head ha$ 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
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<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
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<br />
<br />79.10....s.o-Uemer+
<br />1.65 Wt. ~-val.
<br />7928.85 ReathLen. (ft)
<br />7927,61 Flow Area ($1< ft)
<br />oig~1~gJ :~~~ ~~1srt)
<br />45.21 Top width (ft)
<br />8.63 Avg, vel. (ftjs)
<br />8.93 Hydr.Depth(ft)
<br />29646.0 Conv. Ctfs)
<br />5,25 Wetted Per. (ftl
<br />7919.92 shear (lbjsq ft
<br />1.43 StreamPower(ljfts)
<br />0.03 cum volume (acre-ft)
<br />0.26 Cum SA (at res)
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<br />~f'-"&
<br />0.060
<br />5.25
<br />311.42
<br />38.42
<br />127.34
<br />U.70
<br />3.31
<br />3,02
<br />1858.7
<br />14.07
<br />0.80
<br />2.6S
<br />37.51
<br />22.25
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<br />CIa 1
<br />0.035
<br />5.25
<br />165.50
<br />165.50
<br />11102,]4
<br />22.10
<br />10,89
<br />7.49
<br />26308.3
<br />22.84
<br />2.12
<br />23.12
<br />71.63
<br />19,31
<br />
<br />~gB
<br />5.25
<br />31.47
<br />31.47
<br />101.32
<br />10,40
<br />3.22
<br />3.02
<br />1479,0
<br />12.03
<br />0.77
<br />2.47
<br />38.32
<br />23,62
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<br />warning: The velocity head has thanged by more tha~ Q.5 ft (0 15 m). This may indicat<' the ~eed for
<br />additional cross sections.
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<br />CROSS SECTION OUTPUT Profilelf500-year
<br />~~~. H~~dv (~~F 7931.69 Eleme~t LeftOB Channel Jl.i8~~6gB
<br />1.B2 Wt.n-val. 0.060 0.035
<br />101, s, Elev ~ft~ 7929.87 ReathLen. eft) 5.25 5.25 5.25
<br />CritW.S. ft 7928.49 Flow Area (sqft) 52.53 188,13 42.93
<br />E.G. slope (ftjftJ 0.004450 :~~: ~~1srt) 52.B 1811.13 43.02
<br />QTotal (ch) 2515.00 188.15 2172.87 1B.98
<br />~~f *~~;~ m}s) 49.12 Top wi dth ~ft) 14.85 22.10 12.17
<br />11.87 AV~. vel. ft!s) 3.58 11.55 3.59
<br />Max elll Dpth (ft~ 9.95 Hyr. Depth (ft) 3.54 8.51 3.70
<br />tonv. Tota 1 ~tfs 37701.5 Co~v, (th) 2820.5 32572.7 2308.3
<br />LengthWtd. ft) 5.25 Wetted Per, (ftl 16.45 22,84 13.42
<br />lolinchEl (ft) 7919.92 shear (lb/$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
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<br />BRIDGE
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<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.
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