FLOOD00150 - Laserfiche WebLink

Home Browse Search

I I MirochEl (ft) Alpha FrctnLoss(ft) C & E loss (ft) 7781.3Cl 1.85 1.52 0.06 ~~~:~ (~~,~~ n~/ft 5) cuml/olume(acre-ft) Cum SA (acres) 0.14 0.46 12.91 7.16 C<7gajRivero~~~ 4.05 0.75 37.23 9.57 8.81 6.61 I warning: warning: The velocity l1ead has changedbynlOre than 0.5 ft (0 15m). Tt1is may indicate the need for additicnalcrosssections, :::~~ 5 e~:?r n~f~:t:il.~h~r~:~.r f~~ll~d~i ~i~~a fO C~D~~' s~~~~~~~. the current and previous cross section. 1 (II.OS-SO SECTION OUTPUi profile*SOO-year eef' H~~~V (~W 7786.79 Element Left 08 Channel Ri8~~sgB 0.25 ~. "-val. 0.050 0.035 w.~. Elev (ft5 7786.54 ReaehLen. eft) 602.05 535.11 226.70 cr1tW.s. eft 7785.37 Flow Area (sa. ft) HS.50 Hil.liZ tal.59 E.G. slope (ft/ft) 0.001767 Area ~s~ tt} 355.50 263.62 720.92 QTotal(cfs) 2515.00 Flow c s) 730.04 1353.42 431.55 TOf Width ~ft) 611.6_ Top Width ~ft) 169.48 54.01 388.12 ve Total ft/s) 3.14 AV~. vel. ft/S~ 2.05 5.13 2.36 Max ehl Optll (ft~ 5.24 Hyr.Oeptll(ft 2.10 4.88 2.61 cony. Total ~CfS 59837.9 conv. (efs) 17369.3 31201.1 102S7.5 lerl!lthwtd. ft) 515.37 wetted per. (ft~ 170.40 54.01 70.15 MinchEl (ft) 7781.30 Shear (lb/sqft 0.23 0.54 0.29 Alplla 1.66 Stream Power (1 jft,) 0.47 2.76 0.68 Fretn loss (ft~ 1.19 Cum Volume (acre-ft) 17.89 42.46 13.88 c & E lO" (ft 0.08 Cum SA (acres) 10.54 8.81 7.97 I 1 warn,ng: The velocity head has cllangedbYfIIOre than 0.5 ft(0.15m). Thi,mayindieatetheneedfor additional cross sections. ~~r, e~~?~ n~~~:t:a~lI~r~:~dr f~~a~d~i ~i~~afOc~a~~' s~~~i~~~. the current and previaus cross section. CROS$SECTlON Warning: I RIVER:erystal REACH: Marble INPUT Description: stlltion Elevation Data Sta Elev SU Elev 07808.75 9.667808.04 41.187805.59 43.667805.4 64.077804.n 65.377804.07 86.657802.74 94.597802.12 111.227802.01112.6S7801.95 130.027798.85131.877798.37 H2.247797.16 15L637797.09 184.817796.52189.317796.33 214.987795.17216.677795.07 239.17793.7 240.647793.62 260.827792.46262.4S7792.36 282.547790.54285.347790.32 294.0377S9.57303.n77S\!..25 338.277787.08 343.37787.03 368.977786.89380.267786.69 404.357787.27 406.717787.15 412.697787.68428.787787.93 444.917788.554S1.177788.78 461.3777S&.0l'. 4E.5.177S".8 542.27786.8549.277788.]1 564.127787.52573.017787.27 608.297787.24613.4;7786.94 626.597787.49634.7S7787.83 E.4S.867787.98 657.87787.84 674.8.l77S7.f>2689.7e77'i,7.e... 720.11 7787.8 724.417787.79 743.787787.54748.147787.83 800.717788.13 808.17788.17 842.557788.31 849.677788.42 904.23 7789. 21 9~0.34 7789.43 964.1877.....S1 ..e.... 7 71\04.2 991.87818.64994.217820.24 RS:8077 1 I m Sta Elev 10.667607.\16 54.527804.81 7l.77803.Sl 97.9$7802.09 113.837801.74 136.747798.09 163.1 77'!l7 193.787796.13 224.37794.59 247.197793.25 266.31 7192.1 291.977789.81 309.157167.33 346.387186.99 384.537786.86 412.917787.37 432.837788.11 456.457788.48 "lOLl 17710.8 553.097188.14 582.037787.13 616.137187.25 636.87787.84 659.967787.79 ,,96.957187.67 727.317187.79 763.717787.95 814.957188.15 877.947788.76 9B.227189.54 979.HI7i!l(l.(,8 Sta Elev :n.1!;7I!;C6.24 56.447804.69 76.237803.28 102.227802.21 119.667800.68 140.377797.83 170.897796.94 195.677796.05 228.257794.37 249.967793.1 <71.687791.63 292.977789.73 316.487787.08 358.547786.94 391.127786.98 417.917787.58 438.247788.34 458.847788.37 507.1777E..,5 561.087787.73 595.977787.02 617.77787.31 639.297787.92 667.017787.7 7~.8"'7787.76 730.177787.52 771.187787.98 826.687788.21 881.657788.88 955.387791.97 982.097812.39 Sta Elev B.55780e..l'!l 60.997804.46 79.33 7803.04 108.817802.12 125.737799.f>2 1487797.33 173.';\577%.82 201.417795.72 231.9} 7794.15 254.827792.75 277.717791.12 293.397789.67 :132.24 7786.8 361.647786.95 400.39 7787. ~5 420.547787.55 441.717788.46 462.47788.28 52f>.B 7778.8 562.467787.61 603.B 7786.89 6:/3.187787.51 642.437787.94 f>71.797787.63 71~. 32 7787.7; 739.817787.5 778.587787.97 829.017788.25 900.027789.1 959.617795.54 989.887817.29 I I 1 Manning's n values Sta nval Stll o .06 482.1 num_ nv..l .035 l m 526.8 n Val .00 Bank Sta:4~~~~ ~~~~~ Ineffective Flow num~ Stal StaR Elev o 467.47786.8 5:;5.49>14.<17787.75 lengths left channel 23.98 28.33 Right 40.69 Coeffeontr. .l Hpan. .5 , Permanent , , 1 CROSSSEeTIONOUTPUT profile#IOO-year E.G. El.v(ft) 7784.87 Element leftOH Channel Ri8~66gB vel Head (ft) 0.96 ~. n-val. 0.060 0.035 ~r~t ~~~~ mS 7783.90 Reacl1len. (ft) 7.00 7.00 7.00 7782.05 Flow Area (sqft) 27.68 282.92 24.69 E.G. slope (ft/ft) 0.003110 :1~~ ~~~srt} 27.68 282.92 25.08 Qfotal ecEs) 2413.00 66.80 2282.61 63.S9 ~~~ ~~~~~ m~S) 65.]7 Topl'lidth(ft) 10.85 44.70 9.83 7.20 Avg. vel. (ft/S~ 2.41 8.07 L$8 Ma~ Chl Opth eft) 7.55 Hydr.Depth(Ft 2.55 6.33 2.87 eonv.Total (cfs) 43271.8 Conv. (cfs) 1197.8 40933.6 1140.4 len9thwtd. (ft) 7.00 wetted per. (ft) 11.99 44.97 9.f>9 MinchEl (ft) 777f>.35 ~~~:~ (~~~~ m/ft 5) 0.45 1.22 0.49 Alpha 1.20 1.08 9.85 1.27 Frctnlass(ft) 0.02 Cum Volume (acre-ft) 12.1)6 35."f> ".>7 C&Elass(ft) 0.00 cum SA (acres) 6.17 8.20 5.82 CROSS SECTION OUTPUT profileHF1Dodway ~~~. H~~~V em) 7784.87 Eletne-l1t LecftCIl Chann,,1 RigntOR 0.96 ~. "-val. 0.060 O.OlS 0.060 10'.5. Elev(ft) 7783.91 Reachlen. (ft) 7.00 7.00 7.00 eritw.s. (ft) 7782.06 Flow Area (sq ft) 27.78 283.31 24.76 E.G. slope (ft/ft) 0.003094 :1~: g~sjt) 27.78 283.31 25.16 Q'l'atal (ds) 2413.00 e.e..97 2282.27 63.76 ~~~ ~~~i~ ~~Ds} 6S.ll\ Top "Ild'th ~ft} 1(}.8S "4.JO 9.83 7.18 Avg. Vel. ft/S~ 2.41 8.06 2.S7 M;!,~ ehl Opth eft) 7.56 Hydr.oepth(ft 2.56 ." 2.88 ~~~~thT~~~ ~~g) 43378.5 Canv. (efs) 1204.0 41028.3 1146.2 7.00 Wetted Per. (ft) 12.00 44.97 9.69 M;nchEl (ft) 7776.35 ~~~::m (~~~ m/ft s) 0.45 1.22 0.49 A'ph.. 1.:/(1 LOB 9.80 1.27 Frctnloss f:g 0.02 cumvolum.(acre-ft) 6.20 38.04 5.12 C&ELOsS 0.01 Cum SA (acres) 1.93 8.20 2.07 CROSS SECTION OUTPUT profilel10-year page 52 1 1 I I 1 I