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<br />crystalRiver.rep
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<br />~~~ ~ l~~~s~e~~~~e used ; n design
<br />
<br />Number of piers. 1
<br />pier Data
<br />pier Station
<br />upstream
<br />Width
<br />,
<br />Downstream
<br />Width
<br />,
<br />
<br />-Bro"dCre5ted
<br />
<br />upstream_ 702
<br />nurn. 2
<br />Elev Width nev
<br />o 2 7948. ~
<br />nU..... 2
<br />Elev width Elev
<br />o 27948.S
<br />
<br />no
<br />
<br />DOWnstream.
<br />
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<br />
<br />Number of Bridge coefficient sets_ 1
<br />LOW Flow Methods and Data
<br />tll<!.rgy
<br />selected Low FlowMethods_Highest Energy Answ,,",r
<br />High Flow Method
<br />Eoer9yOn1y
<br />Additional Bridge Parameters
<br />AddFrictioncomponenttololomentum
<br />Do not add weight component to MomentullI
<br />chss B flowedt;c..1 depth computations useeritic..l depth
<br />inside the bridge at theupHream end
<br />Criteria to check. for pressure flow.. Upstream energy grade line
<br />BRIOGEOUTPIJT profile#1QO-year
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<br />Element
<br />E.G. Elev ~"l
<br />101.5. Elev fe
<br />tritW.s. fe
<br />~:'i i~~a~Pt~t5g)
<br />Flow Area ~Sq ft)
<br />Froude#Cnl
<br />5pecifForce{cuft)
<br />~:~~ ~~g~ ~~g
<br />Conv.Total(cfs)
<br />TOp width (ft)
<br />~T~ ~~~~ m~
<br />Sheillr Tota.) O~jsq ft)
<br />POW.... Totlll Objft s)
<br />
<br />tnsi<:loelIl1.US
<br />7944.74
<br />7943.99
<br />7941.85
<br />6.74
<br />6.41
<br />26J.98
<br />0.51
<br />1142.71
<br />5.24
<br />67.81
<br />27343.6
<br />50.39
<br />0.04
<br />0.09
<br />I).'H
<br />5.95
<br />
<br />I"si<:loel'.\l.OS
<br />7944.61
<br />7944.04
<br />7941.39
<br />6.78
<br />5.69
<br />297.32
<br />0.43
<br />1226.09
<br />5.56
<br />71.60
<br />B318.1
<br />53.48
<br />0.01
<br />0.02
<br />0.e7
<br />3.81)
<br />
<br />LG.US, (ftl
<br />",.5. us. (ft
<br />QTotal(cfs
<br />g :~1~!I(c~~rs)
<br />Weir Sta Lft eft)
<br />weir SU IIgt eft)
<br />weir submerg
<br />weir loin Depth (ft)
<br />"'in E1 weir Flow (ft)
<br />MinEl prs(ft)
<br />g:i~:~ ~m
<br />:: g~:~ c~va(~~'srt)
<br />c<>ef <>f q
<br />8rselMethod
<br />
<br />7944.78
<br />7944.10
<br />1691.00
<br />1691.00
<br />
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<br />
<br />7947.38
<br />7948.25
<br />0.21
<br />0.06
<br />495.15
<br />6.41
<br />Energy only
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<br />BRIDGE OUTPUT pr<>file #Floodway
<br />
<br />Element
<br />E.G. Elev ~"j
<br />w,s, Elev ft
<br />critw.S. ft
<br />Mu chl opth eft)
<br />vel Total (ft/s)
<br />Flow ...rea (sQ ft)
<br />Fr<>ude#chl
<br />specifForce(cuft)
<br />HYdrOepth(ftl
<br />W.P. Total (ft
<br />conv.Toul(cfs)
<br />TOp Width (ft)
<br />~T~ ~~~~ m~
<br />shear Total (l~/sQ ft)
<br />Power Total (lb/fts)
<br />
<br />Inside BII US
<br />7944.86
<br />7944.15
<br />7941.85
<br />6.90
<br />6.23
<br />271.34
<br />0.48
<br />1173.88
<br />5.S1
<br />66.85
<br />28575.7
<br />49.26
<br />0.04
<br />0,08
<br />0,89
<br />5.53
<br />
<br />InsideBRDS
<br />7944.73
<br />7944.19
<br />7941.39
<br />6.94
<br />5,54
<br />305.47
<br />0.41
<br />1264.18
<br />L79
<br />71,00
<br />34668.4
<br />52.12
<br />0.01
<br />0.02
<br />0.64
<br />L54
<br />
<br />LG.US, {ftl
<br />w,s. us. (ft
<br />QTotal (cfs
<br />g :~~~g(c$~r5)
<br />::1~ ~~: ~~~ ~m
<br />weirSubmerg
<br />weir Io\a~ Depth (ft)
<br />Min El weir Flow (ft)
<br />MinEl prs(ft)
<br />g:l~: ~~ ~m
<br />:: g~:~ e~~a(H'srt)
<br />coefofQ
<br />BrselMethod
<br />
<br />7944.89
<br />7944,24
<br />1691.00
<br />1691.00
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<br />
<br />7951.01
<br />71J48.25
<br />0.19
<br />0.04
<br />484.17
<br />6.23
<br />Energy only
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<br />BRIOGEOUTPUT Prof;lelf10-year
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<br />Element
<br />E.G, Elev ~"l
<br />w.s. Elev ft
<br />cdtlll.s. ft
<br />~:i ~~~a~Pt~c5;P
<br />Flow Area ~SQ ft)
<br />FroudeflChl
<br />SpecifForce(cuft)
<br />JjlllL_~~r ~~e;~ ~!~~
<br />0,16 Conv, Toul (cfs)
<br />0,05 Top Width (fc)
<br />495.15 FrctnLoss (ft:(
<br />5,50 c & E Loss (ft~
<br />Energy only ~~::~ i~~:l Hbj~~ ~F
<br />
<br />InsideBRUS
<br />7943.92
<br />7943.37
<br />7941.15
<br />6,12
<br />5,50
<br />233.42
<br />0.45
<br />861.89
<br />4,82
<br />...",
<br />23226.3
<br />48.43
<br />0.04
<br />0.07
<br />0.69
<br />3.81
<br />
<br />InsideBRDS
<br />7943,81
<br />7943.40
<br />7940,76
<br />6.15
<br />4.86
<br />264.06
<br />0.38
<br />936.45
<br />5013
<br />~~ i1-
<br />28302.7
<br />51.48
<br />0,01
<br />0,02
<br />0.50
<br />2.43
<br />
<br />Le;. us. (tcl
<br />w.S, us. (tt
<br />QTocal (cfs
<br />~ ~~~~g{C~~~S)
<br />::1~ ~~: ~:~ gn
<br />weirsubmerg
<br />weir Max Depth (ft)
<br />MinEl weir Flow (fc)
<br />"Iin.E.L~r.L!W
<br />g:l~: ~~ m~
<br />:: g~:~ e~~a($~/5rt)
<br />CoefofQ
<br />BrselMethod
<br />
<br />7943.9S
<br />7943.45
<br />1284.00
<br />U84.0ll
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<br />BRIO<;EDUTPUT Profile'SO-year
<br />~:~: ~~: m~ 7944.53 Elemenc Ins;deBRus Inside 8R OS
<br />794J.90 LG. Elev tc~ 7944.50 7944.37
<br />QTocal (cfs 1575,00 w.S, Elev ft 7943,80 7943.84
<br />g ~~1~!I(J~r5) 1575.00 Critlll.S, fc 7941.66 7941.21
<br /> Maxchl Dpth (ft) 6.54 6.S9
<br />lIIeir Sta Ltc ~ft) ~v2w T~~:l f;~/~b 6.19 S.49
<br />weirscaRgt tc) 254.42 286.96
<br />weirsubmerg Froude#chl 0.49 0,42
<br />weir Max Depch (ft) SpecifForce(cuft} 10S6.60 1136.78
<br />MinElweirFlow(ft) 7947.38 Hydr Oepth ~ftj 5.12 5,43
<br />MinEl prs (fc) 7948.25 W.P. Tocal ft 66,66 70,47
<br />Delta EG ~fC~ 0.20 conv.Total(cfs) 26048.7 31744.2
<br />DeltaWS ft 0.06 TOp widtn (fe) 49.72 S2,86
<br />:: g~:~ ~~~a(~iis~l;) 49S.:15 FrttnLtlss(ft) 0,04 0.01
<br />6.19 ~h~a~ ~~~~l(n~/sq 0.09 0.02
<br />coefofQ "J 0.87 0.63
<br />arselMethod Energy only power Total (lb/ft ,J 5,39 3.43
<br />BRIDGE OUTPUT profilelf500-year
<br />~:~: ~~: m~ H4S.30 Element Inside BR US InsideBRDS
<br />7944.52 LG. Elev tt~ 7945026 7945,11
<br />QTocal (cfs 1950.00 W.5. Elev ft 7944.39 7944.4S
<br />g :~~~!l(c$~r5) 1950.00 cricw.S. fe 7942.26 7941.75
<br /> Ma~ chl Dpth Yt) 7.14 7,19
<br />::~ ~ ~~: ~~~ His velTocalffCs) 6,85 6.10
<br /> Flow Area sQ fc) 284.57 319,59
<br />weirSubmer!l FroudeflChl 0.53 0.45
<br />we; r Ma~ Depth (ft) specifForce(cuft) 1338,58 1429.14
<br />Min E1 weir Flow (fc) 7947,38 ~:~~ ~~~~~ ~m 5,54 S.79
<br />MinElprs(ft) 7948,2S 69.71 74.37
<br />Del ca EG (ft~ 0.23 conv.Tocal(cfs) 30213.7 36702.5
<br />Deluws (fc 0.06 Topwidth(ft) 51.33 5S.23
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