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I I MinchEl(ft) Alpha Fr'"ccnlo5s(ft) C &. E LOSS (ft) 7924.30 1.40 0.13 0.00 ~~~:~ (~~,~~ m'/ft 5) cum volume (acre~ft) cum SA (acres) 0.05 0.04 40.36 22.59 crystalRiver.rep 0.08 0.04 0.16 0.04 67.73 35.21 19.91 22.19 I Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid,water surface was use,:!. CROSSSECTlONOUTPUT Profile ISO-year ~~r'H;lav(~g> 7930.88 ElelMnt leftOB charmel Rig~~5~B 0.02 Wt. I'I-va'. 0..0:'0 O.,H5 w.~. Elev ~ft~ 7930.86 Reach Len. (ft) 461.26 577.52 747.59 crlt\rj,S. fe 7928.26 Flow Area (sq fe) 1117.29 261.56 569.34 E.G. slo~e (h/ft) 0.000156 Area ~s~ ft) 1117.29 261.56 569.34 QTctal(cfs) 2031.00 Flow cs) 1050.15 476.72 504.13 TO~ Width ~ft) 508.67 Top .....ldth ~ft) 276.08 41.11 191.47 ve Total ft/s) 1.04 AVa' vel. ftfS~ 0.94 1.82 0.89 Maxchl Opth (ft) 6.57 Hyr.oepth(ft 4.05 6.36 2.97 Cony. Total ~tfs) 162441.1 Conv. Cds) 83992.0 3812ILl 40320.& length wtd. ft) 546.97 Wetted Per. (ft~ 278.88 41.11 192.82 MinChEl (ft) 7924.30 shear (lb/sq ft 0.04 0.06 0.03 Alpha 1.32 streampower(1/fts) 0.04 0.11 0.03 Frctn loss ~ft~ 0.10 Cum volume (acre-ft) 49.62 75.95 45.98 C 4. E Loss ft 0.00 cum SA (acres) 24.70 19.91 26.00 I I Note: Multiple critical depths werl:' found at thiiS location. The critical depth witll tile lowest, valid, .....ter surface was used. I CROSS SEeTlON OUTPUT ~~~. H~~~V (~W w.s. Elev (ft) critw.s. (ft) E.G. s1ope(ft/ft) QTotal (cfs) ~~~ ~~~~~ m3s) MaxchlOpth(ft) ~~~~i:h T~d~ ~~W MinchEl (ft) A'phll frctnLoSs(ftl C 4. E LOSS (ft Profilell500-year 7932.05 Element 0.02 wt.n-val. 7932.03 Reach Len. (ft) 7928.40 Flow Area (sq ft) 0.000108 Area (sq ft) 2$15.00 Flow (ds) 548.42 TOp width (ft) 0.98 Avg. vel. (fth) 7.74 Hydr. Oepth (ft) 242379.6 COIW. (cfs) 5S0.05 wetted Per. (ft! 7924.30 shear (lblsqft 1.27 Stream power (11ft s) 0.08 cum volume (acre-ft) 0.00 Cum SA (acres) LeftOB 0.050 461.26 1441.58 1441.58 1327.05 278.07 0.92 5.18 117892.1 281.19 0.03 0.03 62.85 29.56 ehll,nnel 0.035 577.52 309.68 309.68 524.22 41.11 1.69 7.53 50520.9 41.11 0.05 0.09 86.00 19.91 Rig~55~B 747.59 818.15 818.15 663.74 229.24 0.81 ].57 63966.6 230.60 0.02 0.02 61.14 30.50 I I Note: Multiple critical depths were found at thiiS location. surface was used. ,he critical depth with the lowest, valid, water CROSSSECTtON I RIVER: crystal REACH: Marble RS: 18783 I INPUT Description: StationElevationDlI,ta nurn- Sta Elev Sto. Elev 07957.48 5.967951.66 31.997941.75 36.47938.85 56.77927.03 58.57926.53 66.73 7924.3 66.857924.27 52.617922.9 85.587922.92 97.297923.39 100.97923.58 116.157924.29116.777924.32 117.411914.37117.917924.37 152.72 7924.5 154.467924.46 170.617922.63200.897922.63- 212.147927.44216.867926.64 229.57926.49233.147927.19 243.567927.05254.977927.55 265.837927.12265.937927.11 278.767933.71 292.737933.81 308.597914,,630J:l.667H4.56 330.437934.58 333.44 7934.6 340.937933.25348.327932.98 36Q.1179J4.48 363.55 7934.3 395.267933.95402.35 7934 432.37 7934.79 4J2.587934.82 452.34 7936.26 4H.267936.28 mb l'Jj/.b.L 4"8T.'17791T~'J 497.637939.24 498.557939.33 511.817942.14 535.267942.35 565.267943.21 572.297943.58 592.287945.08595.267945.33 615.267946.7622.277947.21 645.267949.06652.267949.56 675.267950.86682.237951.64 656.717952.74689.597953.63 698.297952.86702.287953.09 I Manning's n lIalues Sta nval sa o .06 72.27 Banksta:Left Right 170.61200.89 Ineffective Flow nu,"", Stal StaR Elev 272 708.77 7935 88 '" sa Elev sta Elell Sta Elev 6.217951.41 12.947944.83 27.947944.72 40.757935.78 46.557931.34 49.417930.02 58.637926.47 59.167926.32 65.337924.67 67.267924.15 72.277922.75 74.497922.83 88.67922.96 89.17922.98 91.187923.1 107.13 7923.88 107.677923.91 110.697924.04 118.247924.33 119.187924.33 124.67924.35 H1.lI17924.42 139.97924.51 147.777924.56 159.667924.28 163.867923.64 165.747923.37 202.797924.06 207.47927.47 208.27928.06 223.067925.65224.057925.45228.047926.23 233.287927.13 239.57927.08242.527927.03 255.267927.56259.077927.44264.737927.17 266.437927.74 273.447932.91 276.17933.36 294.087934.1295.137934.12297.537934.17 YJ9.2679!4.6! !lfi.3-57'J3-o\.5li 317.93-793-0\.62 335.26793-4.23 339.987933.32 340.417933.26 3527932.92 353.527933.17 356.77933.87 365.267934.17 372.36 79B.9 375.267933.69 405.267934.01415.267934.08431.687934.76 437.47935.54 442.027936.21 445.267936.23 ::~:~~ mHi-1~~rnH~-HtR-~HH~ 501.937940.07509.147941.67511.667942.12- 542.37942.53555.267942.62 562.37943.04 575.267943.76582.297944.22 585.267944.48 602.287945.84605.267946.04612.287946.5 625.267947.42635.267948.15642.277948.84 655.267949.78662.267950.24672.257950.71 683.257951.75683.367951.78683.97 7952 693.317953.44695.267953.35697.357953.01 708.777953.39 , '" 170.61 nVal Sta .035200.89 nval Sta .05266.43 nval .06 I I num_ nval .OS Len9ths~1~~g C~~~~~l ~~g~~ , Permanent , coeffContr. ., Expan. .3 I CROSS SECnONOUTPUT profilenOO-yur ~~~'H~~~V(~W 7931.17 Element Left 08 Channel R-;g~6s8B 0.05 ". n-val. O.oSt 0.035 ~r~i: ~~~~ ~m 7931.12 Reachlen. (ft) 216.69 205.74 150.30 Flow Area (sq ft) 832.54 257.04 290.96 E.G. slope (ft/ft) 0.000198 :~~: ?~~s~t) 832.54 257.04 290.96 QTotal(cfs) 2181.00 1231.91 639.23 309.86 ~~~ ~~~~~ Hns) 223.98 TOp Iot'1 dth ~ft) i23.58 30.28 70.12 1.58 Avg.llel. ft/s) 1.48 2.49 1.06 ~~~v ~h~o~~ih (~m 8.49 Hydr. Oepth (ft) 6.74 8.49 4.15 154936.2 Cony. (cfs) 87513.7 45410.6 22011.9 Lengthwtd. (ft) 203.79 wetted per. (ft~ 125.16 30.28 73.75 MinchEl (ft) 7922.63 Shear(lb/sqft 0.08 0.11 0.05 Alpha 1.29 Stream Power (l Ifts) 0.12 0.26 0.05 Frctn LOSS (ft~ 0.11 cum volume (acre-ft) 42.62 75.55 42.65 C&ELOiSS(ft 0.17 Cum SA (acres) 23.53 19.43 24.76 I I warning: warning: Thevelocityheadhll,schangedbymorethanO.5ft(0.15m). This m",y indicate the need for additionll,l cross sections. The conveyance ratio (upstream conveyance d1vided by downstrea mconveyance) is less than \\.7 \lTgreate.r th.." 1.4. This!\\lI,yil\dicate. the. ne.1I!d fC.f ildd'itic.l\al cro!o!ouct;ons. page 18 I I