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<br />I <br /> <br />I <br /> <br />Min ch el (ft) <br />Alpha <br />Fretn Loss (ft) <br />C &. E Loss (ft) <br /> <br />7924.30 <br />1.40 <br />0.13 <br />0.00 <br /> <br />~~~:~ (~~:~ m/ft s) <br />Cum volume (acre-ft) <br />Cum SA (acres) <br /> <br />O.OS <br />0.04 <br />40.36 <br />22.59 <br /> <br />crystalRiver. rep <br />0.08 O.M <br />0.16 0.04 <br />67.73 35.21 <br />19.91 22.19 <br /> <br />I <br /> <br />Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, water <br /> surface was used. <br />CROSS SECTION OUTPUT Prof; 1 e '50-year <br />e~i' H;~~v (m) 7930.88 Element Left 08 Channel Ri8~M8 <br />0.02 wt. n-val. 0.050 0.035 <br />w.S. Elev ~ft~ 7930.86 Reach Len. (ft) 461.26 577 .52 747.59 <br />cdt W.S. ft 7928.26 Flow Area (sq ft) ll17.29 261.56 569. 34 <br />E.G. Slope (ft/ft) 0.000156 :~: ~~Mt) ll17.29 261.56 569. 34 <br />Q Total Ccfs) 2031.00 1050.15 476.72 504.13 <br />~~f ~~i~ ~mS) 508.67 TOp WIdth (ft) 276.08 41.ll 191.47 <br />1.04 AVS' Ve 1. (ft/s~ 0.94 1.82 0.89 <br />Max chl Dpth (ft~ 6.57 ~n~: ~~~;~ eft 4.05 6.36 2.97 <br />Cony. Total ~CfS 162441.1 83992.0 38128.2 40320.8 <br />Length wtd. ft) 546.97 wetted Per. (ft~ 278.88 41.ll 192.82 <br />Min ch El (ft) 7924.30 Shear (lb/sq ft 0.04 0.06 0.03 <br />Alpha 1.32 Stream Power (11ft s) 0.04 O.ll 0.03 <br />Fretn Loss ~ft~ 0.10 Cum volume (acre-ft) 49.62 75.95 45.98 <br />carE loss ft 0.00 Cum SA (acres) 24.70 19.91 26.00 <br />Note: MUltiple critical depths were found at this location. The critical depth with the lowest. valid, water <br /> surface was used. <br />CROSS SECTION OUTPUT Profile #SOO-year <br />e~i' H;~~v (m) 7932.05 El ement Left OB channel Ri8~M8 <br />0.02 wt. n-val. 0.050 0.035 <br />\11.5. Elev ~ft~ 7932.03 Reach Len. (ft) 461. 26 577.52 747.59 <br />Crit W.5. ft 7928.40 Flow Area (sq ft) 1441. 58 309.68 818.15 <br />E.G. Slope (ft/f<) 0.000108 Area ~s~ ft) 1441.58 309.68 818.15 <br />Q Total Cds) 2515.00 Flow c 5) 1327.05 524.22 663.74 <br />TO~ wi dth ~ f<) 548.42 TOp wi d<h ~ft) 278.07 41.ll 229.24 <br />Ve Total ft/s) 0.98 AilS' vel. ft/s~ 0.92 1.69 0.81 <br />Max chl opth (ft~ 7.74 ~~n~: ~~~~~ (ft 5.18 7.53 3.57 <br />Conv. Total (cfs 242379.6 127892.1 50520.9 63966.6 <br />Length wtd. (ft) 550.05 wetted Per. (ft~ 281.19 41.11 230.60 <br />Mi n ch El (ft) 7924.30 shear (lb/sq ft 0.03 0.05 0.02 <br />Alpha 1.27 Stream Power (11ft s) 0.03 0.09 ,0.02 <br />Fretn Loss ~ft~ 0.08 Cum volume (acre-ft) 62.85 86.00 61.14 <br />C&ELOSS ft 0.00 Cum SA (acres) 29.56 19.91 30.50 <br />Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid. water <br /> surface was used. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />CROSS SECTION <br /> <br />I <br /> <br />RIVER: crystal <br />REACH: Marble <br /> <br />RS: 18783 <br /> <br />I <br /> <br />INPUT <br />Desc ri pti on: <br />station Elevation Data nUlJp <br />Sta Elev Sta flev <br />o 7957.48 5.967951.66 <br />31.99 7941.75 36.4 7938.85 <br />56.7 7927.03 58.57926.53 <br />66.73 7924.3 66.85 7924.27 <br />82.61 7922.9 85.88 7922.92 <br />97.297923.39 100.97923.58 <br />116.15 7924.29 ll6.77 7924.32 <br />127.41 7924.37 127.91 7924.37 <br />152.72 7924.5 154.46 7924.46 <br />170.61 7922.63 200.89 7922.63 <br />212.147927.44 216.867926.64 <br />229.5 7926.49 233.147927.19 <br />243.56 7927.05 254.977927.55 <br />265.83 7927.12 265.93 7927.11 <br />278.76 7933.71 292.13 7933.81 <br />308.59 7934.56 308.66 7934.56 <br />330.43 7934.58 333.44 7934.6 <br />340.93 7933.25 348.32 7932.98 <br />360.ll 7934.48 363.55 7934.3 <br />395.26 7933.95 402.35 7934 <br />432.37 7934.79 432.587934.82 <br />452.34 7936.26 455.26 7936.28 <br />475.26 7937.61 482.327937.89 <br />497.63 7939.24 498.55 7939.33 <br />5ll.81 7942.14 535.26 7942.35 <br />565.26 7943.21 572.29 7943.58 <br />592.28 7945.08 595.26 7945.33 <br />615.26 7946.7 622.277947.21 <br />645.26 7949.06 652.26 7949.56 <br />675.26 7950.86 682.23 7951.64 <br />686.71 7952.74 689.597953.63 <br />698.29 7952.86 702.28 7953.09 <br /> <br />158 <br />Sta Elev <br />6.21 7951.41 <br />40.75 7935.78 <br />58.63 7926.47 <br />67.26 7924.15 <br />88.6 7922.96 <br />107.13 7923.88 <br />ll8.24 7924.33 <br />131.81 7924.42 <br />159.66 7924.28 <br />202.79 7924.06 <br />223.06 7925.65 <br />233.287927.13 <br />255.26 7927.56 <br />266.43 7927.74_ <br />294.08 7934.1 <br />309.26 7934.63 <br />335.26 7934.23 <br />352 7932.92 <br />365.26 7934.17 <br />405.26 7934.01 <br />437.4 7935.54 <br />462.33 7936.66 <br />485.26 7938.08 <br />501.93 7940.07 <br />542.37942.53 <br />575.26 7943.76 <br />602.28 7945.84 <br />625.26 7947.42 <br />655.26 7949.78 <br />683.25 7951. 75 <br />693.31 7953.44 <br />708.77 7953.39 <br /> <br />Sta Elev <br />12.94 7944.83 <br />46.55 7931. 34 <br />59.16 7926.32 <br />72.27 7922.75 <br />89.1 7922.98 <br />107.67 7923.91 <br />ll9.18 7924.33 <br />139.9 7924.51 <br />163.86 7923.64 <br />207.4 7927.47 <br />224.05 7925.45 <br />239.5 7927.08 <br />259.07 7927.44 <br />273.44 7932.91 <br />295.13 7934.12 <br />316.35 7934.56 <br />339.98 7933.32 <br />353.52 7933.17 <br />372.36 7933.9 <br />415.26 7934.08 <br />442.02 7936.21 <br />465.26 7936.81 <br />492.32 7938.76 <br />509.14 7941.67 <br />555.26 7942.62 <br />582.29 7944.22 <br />605.26 7946.04 <br />635.26 7948.15 <br />662.26 7950.24 <br />683.36 7951.78 <br />695.26 7953.35 <br /> <br />Sta Elev <br />27.947944.72 <br />49.41 7930.02 <br />65.33 7924.67 <br />74.49 7922.83 <br />91.18 7923.1 <br />1l0.69 7924.04 <br />124.6 7924.35 <br />147.77 7924.56 <br />165.74 7923.37 <br />208.2 7928.06 <br />228.04 7926.23 <br />242.52 7927.03 <br />264.73 7927.17 <br />276.1 7933.36 <br />297.53 7934.17 <br />317.93 7934.62 <br />340.41 7933.26 <br />356.7 7933.87 <br />375.26 7933.69 <br />431.68 7934.76 <br />445.26 7936.23 <br />472.33 7937.46 <br />495.26 7938.96 <br />5ll.66 7942.12 <br />562.3 7943.04 <br />585.26 7944.48 <br />612.28 7946.5 <br />642.27 7948.84 <br />672.25 7950.71 <br />683.97 7952 <br />697.35 7953.01 <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />Manning's n values <br />Sta n val Sta <br />o .06 72.27 <br /> <br />num= S <br />n val Sta <br />.05 170.61 <br /> <br />n val Sta <br />.035 200.89 <br /> <br />n val Sta <br />.05 266.43 <br />coeff Contr. <br />.1 <br /> <br />" Val <br />.06 <br /> <br />Bank Stai7~~~i 2~A~~~ Lengths ~1~~~~ C~~~~~l ~~8~i <br /> <br />Ineffective Flow nurn= 1 <br />Sta L Sta R El ev Permanent <br />272 708.77 7935.88 T <br /> <br />Expan. <br />.3 <br /> <br />I <br /> <br />I <br /> <br />CROSS SECTION OUTPUT Prof; le IlOO-year <br />e~i' H~~~v (m) 7931.17 El ement Left 08 Channe 1 Ri8~~5g8 <br />0.05 Wt. "-val. 0.051 0.035 <br />W.5. Elev ~ft~ 7931.12 Reach Len. (ft) 216.69 205.74 150. 30 <br />crit W.5. ft Flow Area (sq ft) 832.54 257.04 290.96 <br />E.G. slope (ft/ft) 0.000198 Area ~s~ ft) 832.54 257.04 290.96 <br />Q Total (ds) 2181.00 Flow c s) 1231. 91 639.23 309.86 <br />~~f ~~~~ ~ms) 223.98 Tap width ~ft) 123.58 30.28 70.12 <br />1.58 AVS' vel. ft/S~ 1.48 2.49 1.06 <br />Max ch 1 op<h (ft) 8.49 HY r. Oepth (ft 6.74 8.49 4.15 <br />cony. Total (ds) 154936.2 Conv. (cfs) 87513.7 45410.6 220ll.9 <br />Leng<h wtd. (ft) 203.79 wetted Per. (ft~ 125.16 30.28 73.75 <br />Min ch El (ft) 7922.63 shear (lb/sq ft 0.08 O.ll 0.05 <br />Alpha 1.29 Stream Power (lb/ft s) 0.12 0.26 0.05 <br />Fretn Loss (ft~ O.ll Cum volume (acre-ft) 42.62 75.55 42.65 <br />C & E LosS (ft 0.17 Cum SA (acres) 23.53 19.43 24.76 <br /> <br />I <br /> <br />warning: <br />warning: <br /> <br />The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for <br />additional cross sections. <br />The. conveyance ratio (upstream conveyance divided by downstream conveyance) is less than <br />0.7 or greater than 1.4. This may indicate the neea for additional cross sections. <br />page 18 <br /> <br />I <br /> <br />I <br />