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<br />I <br /> <br />I <br /> <br />Crystal River. rep <br /> <br />I <br /> <br />warning: The energy loss was greater than 1.0 ft (0.3 m). between the current: and previous cross section. <br />This may 1ndicate the need for additional cross sections. <br /> <br />CROSS SECTION OUTPUT Prof; 1 e #lO-year <br /> <br />7936.01 Element <br />0.25 wt. n-val. <br />7935.77 Reach Len. (ft) <br />Flow Area (sq ft) <br />Area (sq ft) <br />Flow (Cf5) <br />TOp wi dth (ft) <br />AV9' vel. (ftls) <br /> <br />~n~: ~~~~~ (ft) <br />wetted Per. (ft~ <br />Shear (lb/sq ft <br />stream Power (11ft 5) <br />Cum volume. (acre-h) <br />Cum SA (acres) <br /> <br />~;,~. H~~~v (m) <br /> <br />W.S. Elev (ft) <br />crit W.S. (ft) <br />E. G. Slope (ft/ft) <br />Q Total (cfs) <br />TOp width (ft) <br />vel Total (ft/s) <br />Max chl opth (ft) <br />conv. Total (Cf5) <br />Length Wtd. (ft) <br />Min ch El (ft) <br />Alpha <br />Fretn Loss (ft) <br />C & E LosS (ft) <br /> <br />0.004466 <br />1284.00 <br />368.85 <br />3.74 <br />1. 76 <br />19214.1 <br />563.59 <br />7934.00 <br />1.13 <br />1.66 <br />0.03 <br /> <br />Left 08 <br />0.050 <br />552.36 <br />43.71 <br />122.23 <br />68.86 <br />182.27 <br />1.58 <br />0.71 <br />1030.4 <br />61.87 <br />0.20 <br />0.31 <br />78.79 <br />40.44 <br /> <br />channel <br />0.035 <br />570.84 <br />295.58 <br />295.58 <br />1208. 32 <br />170.89 <br />4.09 <br />1.73 <br />18081.5 <br />170.89 <br />0.48 <br />1.97 <br />77.76 <br />23.32 <br /> <br />Ri g~55g8 <br /> <br />551.05 <br />3.92 <br />5.02 <br />6.83 <br />15.69 <br />1.74 <br />0.88 <br />102.1 <br />4.78 <br />0.23 <br />0.40 <br />61.13 <br />35.92 <br /> <br />I <br /> <br />I <br /> <br />Warn; og: <br />warning: <br />warning: <br /> <br />Divided flow computed for this cross-section. <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 neeCl for additional cross sections. <br />i~~s e~:~g~n~~~:t:a~h~r~:~ar f~~a~d~i~i:~afOc~o:~' s~~~~~. the current and previous cross section. <br /> <br />I <br /> <br />CROSS SECTION OUTPUT Prof; 1e. ISO-year <br />~;J H~~~v (m) 7936.33 Element Left 08 channel Ri g~55g8 <br />0.25 wt. n-va1. 0.050 0.035 <br />w. S. Elev ~ft~ 7936.08 Reach Len. (ft) 552.36 570.84 551.05 <br />crit w.s. ft Flow Area (sq ft) 65.64 348.n 5.46 <br />E. G. slo~e (ft/ft) 0.003748 ~~: ~~Mt) 188.75 348.73 12.29 <br />Q Total (cfs) 1575.00 107.21 1458.30 9.48 <br />~~~ ~~~~ ~~~~S) 469.83 TOp wi dth ~ft) 263.81 170.89 35.13 <br />3.75 AV9' vel. ft/s~ 1.63 4.18 1.74 <br />Max chl opth (ft~ 2.08 Hy r. oe~th (ft 0.85 2.04 1.00 <br />Conv. Total ~cfs 25725.5 Conv. (cfs) 1751.2 23819.4 154.9 <br />Length wtd. ft) 563.45 Wetted Per. (ft~ 77.16 170.89 5.86 <br />..in ch El (ft) 7934.00 Shear (lb/sq ft 0.20 0.48 0.22 <br />Alpha 1.16 Stream Power (11ft s) 0.33 2.00 0.38 <br />Frctn Loss ~m 1.93 Cum volume (acre-ft) 93.n 88.02 n.84 <br />C & E Loss 0.02 Cum SA (acres) 43.39 23.32 40.81 <br /> <br />I <br /> <br />I <br /> <br />warning: Divided flow computed for this cross-section. <br />warning: i~rs e::;grn~~~:t:a~h~r~:~~r f~~a~dai~i:~afOc~o:~. s~~~~~. the current and previous cross section. <br /> <br />I <br /> <br />CROSS SECTION OUTPUT Profi 1 e #SOO-year <br />~;,~. H~~~v (}g' 7936.44 element Left OB Channel Ri g~55g8 <br />0.41 wt. n-Va 1- 0.050 0.035 <br />w.S. Elev ~ft~ 7936.03 Reach Len. (ft) 552.36 570.84 551.05 <br />crit W.S. ft Flow Area (sq ft) 61.85 340.30 5.20 <br />E.G. slope (ft/ft) 0.006282 ~~: ~~Mt) 176.63 340.30 10.60 <br />Q Total (cfs) 1950.00 125.98 1812.49 11.53 <br />~~~ ~~~~ ~~~~s) 433.67 TOp W1 dth ~ft) 231. 44 170.89 31.34 <br />4.79 AV9' vel. ftls~ 2.04 5.33 2.22 <br />Max chl Opth (ft) 2.03 Hy r. oe~th (ft 0.81 1.99 0.98 <br />~~~~ih T:~~~ ~~i)) 24602.7 Conv. (cfs) 1589. 5 22867.8 145.4 <br />562.70 wetted Per. (ft~ 76.92 170.89 5.69 <br />Min Ch El (ft) 7934.00 shear (lb/sq ft 0.32 0.78 0.36 <br />Alpha 1.16 Stream Power (1 1ft s) 0.64 4.16 0.80 <br />Frctn Loss ~m 1.85 Cum volume (acre-ft) 115 . 30 100.18 94.68 <br />C&ELoss 0.09 Cum SA (acres) 48.20 23.32 46.90 <br /> <br />I <br /> <br />I <br /> <br />warni ng: <br />warni ng: <br /> <br />Divided flow computed for this cross-section. <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 neeC:t for additional cross sections. <br /> <br />i~f 5 e~:;gr n~~~:t:~h~r~:~~r f~~a~d~i~i :~a fOc~o:~. s~~~:~~. the current and previous cross secti on. <br /> <br /> <br />CROSS SECTION <br /> <br />warni ng: <br /> <br />I <br /> <br />RIVER: crystal <br />REACH: "'arb 1 e <br /> <br />RS: 21304 <br /> <br />I <br /> <br />INPUT <br />oeseri ption: <br />station Elevation Data nurn= 180 <br />Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev <br />08015.76 1.098014.18 5.12 8009.26 8.978004.58 14.397998.12 <br />19.69 7991.7 28.447981.48 29.867979.83 30.417979.19 32.277977.02 <br />39.867968.15 40.297967.65 41.967965.99 49.947958.11 51.847956.22 <br />53.067955.02 56.21 7951.9 60.8 7947.39 62.567945.78 66.787941.93 <br />73.25 7935.89 74.62 7934.66 78.44 7934.65 81.5 7934.65 84 7933.87 <br />91.737931.93 94.72 7931.21 99.467930.37 105.447930.22 111.757930.23 <br />114.947930.24 123.3 7930.25 130.347930.39 132.87930.43 136.547930.54 <br />393.93 7930.54 395.25 7931.12 399.12 7932.81 400.19 7933.27 405.58 7933.06 <br />408.827932.92 416.3 7932.93 426.697933.15 432.927933.23 437.747933.28 <br />439.75 7933.36 449.23 7933.5 452.247933.57 456.927931.52 459.3 7930.5 <br />459.987930.65 465.067931.16 473.73 7932.11 477.367931.93 481.427931.66 <br />488.41 7930.78 497.24 7931.04 499.74 7931.45 501. 54 7931.88 503.51 7932.36 <br />505.56 7932.89 506.017932.95 508.82 7933.15 524.26 7933.5 526.297933.54 <br />528.27 7933.64 532.567933.78 534.217933.89 537.017934.03 541.797934.12 <br />544.93 7934.3 548.67934.15 555.587932.97 557.6 7932.6 561.947932.55 <br />566.377932.62 570.937932.58 575.977932.94 577.097933.03 578.95 7933.27 <br />579.987933.43 584.38 7933.41 587.2 7933.39 589.847933.77 594.77 7933.52 <br />597.83 7932.75 599.047932.36 609.247932.72 617.027932.74 618.067932.39 <br />619.967931.73 623.677930.48 624.637930.15 645.277930.38 647.42 7932.31 <br />649.82 7934.16 652.127934.15 656.37934.16 664.037934.16 667.11 7934.18 <br />671.76 7934.16 679.57934.05 687.23 7933.92 6957933.92 702.77933.87 <br />716.44 7933.9758.14 7933.89 766.56 7933.43 778.14 7932.98 789.28 7932.41 <br />792.8 7932.08 798.68 7931.85 799 7931.8 819.23 7931.8 823.14 7931.88 <br />826.7 7931.81298.14 7931.81306.567931.811412.097931.811424.53 7933.49 <br />1426.567933.791428.147934.02 1436.567935.151437.327935.271439.23 7935.54 <br />1448.03 7933.97 1449.08 7933.79 1556.56 7934.47 1558.6 7934.311566.37 7933.79 <br />1574.58 7934.63 1576.56 7934.85 1616.56 7935.39 1636.56 7936.16 1656.56 7936.7 <br />1666.567936.83 1676.56 79371698.147937.831718.147938.471728.76 7938.9 <br />1730.92 7938.97 1736.63 7938.89 1744.84 7939.04 1748.14 7939.03 1756.56 7939.18 <br />1776.567939.321779.917940.09 1782 7940.8 1784.87940.541786.77 7940.35 <br />1795.097939.581796.567939.45 1798.147939.361836.567939.621846.567939.71 <br />1876.567939.921886.567940.211888.147940.271896.56 7940.541906.567940.81 <br />1916.56 7941.05 1932.88 7940.91 1935.65 7941.23 1938.39 7941.56 1946.62 7942.54 <br />1947.44 7942.63 1958.94 7942.9 1963.44 7942.96 1964.32 7943.55 1966.56 7945.08 <br />1968.147946.18 1976.56 7951.83 1976.86 7952.06 1979.73 7953.99 1985.24 7956.21 <br />1986.56 7956.71988.14 7957.3 1996.56 7960.69 1998.14 7961.37 2005.47964.67 <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 99.46 <br /> <br />n..... 5 <br />n val Sta <br />.05 624.63 <br /> <br />n val Sta <br />.035 645.27 <br /> <br />n val Sta <br />.05 1412.09 <br /> <br />n val <br />.06 <br /> <br />I <br /> <br />page 12 <br /> <br />I <br />