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I I E,G,Slope(ftjft) QTotal Ccfs) TopYlidth(ft) vel Total (ft/s) Maxchl opth (ft) Conv. Total (cfs) Length wed. (fe) MinChEl (ft) Alpha FrctnLoss(ft) C&Eloss(ft) I 0.010071 ZS15.00 65.66 9.89 4.56 lS06Ll 588.91 7908.15 1.23 5.98 0.05 Area(sqFt) Flow (cfs) TOp width (ft) Avg. vel. (ft/s) Hydr.Depth(ft) COllV. (ch) wetted per. eft! Shear (lb/sqft Stream power (l/fts) Cum volume (acre-ft) cum SA (acres) I Warn; "9: f~~ s e~:?r n~~~~t:a~h~r~:~~r f~~a~d~; ~i~~afO~~o~~ CROSS SECTIO~ betWi!enthe current and previous cross section. sections. INPUT Description: Station Elevation oata nUm.. sea thv sa tlev 07932.77 .357932.58 18.897923.21 27.027919.39 54.827906.,2 57.94 7906 80.887902.41 96.67902.43 132.097904.62138.127905.45 157.127914.22158.277914.47 173.147918.46184.637918.98 210.9 7919.6 214.33 7919.71 257.17920.54 261.67920.64 296.$57922.62302.817923.09 322.77 7924.29 B1.S 7924.55 3S7.12792'.i.91 363.567926.22 383.817927.8384.727927.86 404.067929.12 410.157929.44 436.377930.48444.567931.>2 454.697932.77 455.75793l.89 Mannin\l'snva]ues num_ l Sta nval '" n val m nval 0 .06 80.88 .035 120.65 .06 Banksta; Left Right Lengths; Left Channel Right coeffcontr. E~pan. 80.88 120.65 535.61 475.86 425.77 .J .3 CROSS SECTION OUTPUT profile nOO-year ~~f' ~~~~v (~W 7908.09 Element LeftOB Channel Rit~6gB 1.59 ". n-val. 0,060 0.035 ~~~t ~~~~ ~m 7906.50 Reach Len. (ft) 5H.61 475.86 425.77 7906.50 Flow Area (sq ft) 54.74 159.91 43.71 E.G. slopeeft/ft) 0.010621 Area ~S~ ft) 54.74 159.91 43.71 QTotal (cfs) 2181.00 Flow cs) 228.02 1769.15 183.83 ~~~ ~~~~~ ~~us) 85.92 TOp width eft) 25.93 39.77 20.22 8.44 AV~. Vel. ft/S~ 4.17 11.06 4.21 ~~~v~h~o~~~h (~m 4.09 lIyr.Depth(ft 2.11 4.02 2.16 21163.3 Conv. ecfs) 2212.6 17166.9 1783.8 Length wtd. eft) 476.20 wetted per. (ft~ 26.25 39.77 20.66 MinchEl (ft) 7902.41 shear (lb/sq ft 1.38 <'67 1.40 Alpha 1.44 stream power (11ft s) 5.76 29.49 5.90 FrctnLoss em 5.14 cumvol....e(acre-ft) 39.27 68.33 40.52 C&.ELOSS 0.03 Cum SA eacr..s) 22.58 17.93 24.05 RIVER: Crystal REAClI:Marble I I I I I I R5: 16883 " sta Elev 27931.77 34.327916.05 66.427904.57 120.657902.6 138.987905.63 163.017916.67 188.577919.12 221.817919.71 270.H7921.12 305.2979B.17 340.247925.06 366.467926.44 392.677928.37 414.197929.55 445.17931.6 455.997932.92 5ta Elev 3.477930.98 40.167913.36 79.567902.58 121.867902.83 142.77907.34 163.657916.97 197.767919.42 242.067920.25 279.077921.62 312.937923.4 343.317925.12 373.697927.01 393.947928.46 424.317930.05 448.537932.01 20.97 81.85 9.74 3.90 2.15 81.5.6 10.65 1.24 4.83 46.89 26.53 l~~:~ja lRive~9~~C 2234.29 198.85 43.72 12.20 11.$1 5.06 4.44 3.22 22263.9 l'J.81.5 43.12 13.52 2.79 1.83 32.13 9.25 76.75 49.32 18.49 27.42 Sta Elev 13.897925.51 54.427906.71 80.B 7902.49 126.877903.65 J45.B7908.44 J71.387918.29 20J.997919.39 252.187920.45 282.567921.76 320.917924.11 353.437925.66 375.27927.1 401.417928.94 434.447930.42 453.847932.67 warnin!); i~1 s e~:?1 n~~~~t:a~h~r~:~dr f~~a~da;~i~~a fO c~o~~. s~~i~~~. the current and previous cross secti on. During the standard step iterations, when the assumedwaur surfate wassetegualtocr1tical depth, the ta1culated water surface came back below critical depth. This indlc:ates that there is not a valid subcritic:al answer. The program defaulted to c:ritical depth. CIi.OSS SECTION OUTPUT profilelF1oodway warnin!); I ee~'I1;~~v (~W ~~~t ~~~~ em E.G. slope (ft/ft) QTotal (ds) ~~~~~W& ~~~v ~h io~~fh (~m LengthWtd. (ft) MinchEl (Ft) Alpha FrctnLoss(ft) C &. E LOSS (ft) I I 7908.09 1.59 1906.S\) 7906.50 0.010621 2181.00 85.92 Y" 4.09 21163.3 476.20 7902.41 1.44 5.14 0.03 Element wt. n-val. IHHlth Len. eft) Flow Area (sqft) ~~~: e~~srt) TOp Width (ft) ~y~r~~~f~ Conv. (cfs) wetted Per. (ft! 5hear(1b/sqft Strea.mPowerCl/fts) cum volume (acre-ft) Cum5Aeacres) L~:~6gB C~~~~~l Rig~66gB 535.61 47S.86 42,.77 54.74 159.91 43.71 54.74 159.91 43.71 22/1.02 1769.15 18J.83 25.93 39.77 20.22 . .-17-1-1 .""'------4~;!_1 2.11 4.02 2.16 2212.6 17166.9 1783.8 26.25 39.77 20.66 1.38 2.67 1.40 5.76 29.49 5.90 18.47 74.76 13.56 1.15 17.9l 5.85 Warn;",,,; The energ)! loss was greater than 1.0 ft (0.3 m). between the current and previous cross sec:tion. This may lndita'te the need for additional cross sections. During the standard step iterations, when the assumed water surfac e was set egual to critical depth, the calculated water surface came back below critic..l <Iepth. Th'\s ,,,<Ilcates thilt there 'is not a valid subcritical anSwer. The program defaulted to critical depth. CROSS SECTION OUTPUT Profile HO-yea.r Warn;n9; I eef' ~~~~v e~W 1'1.5. Elev(ft) critW.S. (ft) E.G. slope (ft/ft) QToul (ds) Top width (ft) vel Total (ft/s) Ma~ ehl Dpth (ft) Conv.Total (ds) LengthWtd. eft) MinehEl eft) Alph.. ~r~t~ t~~~ ~m I I 7907.28 1.37 7905.91 7905.91 0.011015 1657.00 81.12 7.92 3.50 15788.4 476.27 7902.41 1.41 5.40 0.03 Element wt.n-Val. Reach Len. (ft) Flow Area (sqft) ~~~: ~~~srtJ TOp width (ft) AV~. Vel. (ft/S~ ~~n~: ~~~~~ (ft wetted per. eft! shear(lb/sqft Stream power (1 Ifts) Cum volume (acre-ft) Cum SA (atres) LeFtOB 0.060 535.61 40.52 40.52 155.07 22.41 ].83 1.81 1477.6 22.68 1.23 4.70 29.80 19.74 Channel 0.035 475.86 136.51 136.51 1384.08 39.77 10.14 3.43 13187.9 39.77 2.36 23.93 58.69 17.93 Rit~6gB 425.77 32.19 32.19 117.85 18.94 3.66 1.70 1122.9 19.25 1.15 4.21 2.8,50 19.68 I The energy equa.tioncould not be balanced within the specified num berofiterat;ons. The program selected the water surfate that had the least amount of error between computed and assumed values. The energ:(loss W!l.S lIreater than 1.0 ft (O.Jm). between the turren tandprev;ousc:rosssection. This may lndicate the need for additional c;ross sections. During the standard step iterations, when the assumed water surface was set egual tocritkal depth, the calculated water surface c;ame bac;k below critical depth. This indlcates that there is not a va1id subc;ritical answer. The program defaLllted to critical depth. CROSS SECTION OUTPUT profile ISO-year Warning: Warning; warn;n\!; I I page 27