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<br />I <br /> <br />I <br /> <br />vel Total (ft/s) <br />Max ehl Dpth (ft) <br />Cony. Total (cfs) <br />Length wtd. (ft) <br />Mi n eh El (ft) <br />Alpha <br />Frctnloss (ft) <br />C &, E Loss (ft) <br /> <br />I <br /> <br />9.22 <br />3.98 <br />15898.2 <br />464. 92 <br />7834.89 <br />1.27 <br />5.27 <br />0.07 <br /> <br />AVS' Vel. (ft/s~ <br />~~n~: ~,;~ (ft <br />wett.d P.r. (ft~ <br />shear (lb/sq ft <br />Str.... Power (1 /ft s) <br />Cum Yo 1 ume (acre-ft) <br />Cum SA (acres) <br /> <br />4.53 <br />1.92 <br />785.5 <br />10.20 <br />1.20 <br />5.44 <br />25.76 <br />17.73 <br /> <br />t.:llalRiver4~;G <br /> <br />3.98 2.10 <br />13370.5 1742.2 <br />31.45 17.84 <br />2.70 1.38 <br />30.05 6.90 <br />50.90 24.75 <br />15.81 17.25 <br /> <br />warning: The energy equation could not be balanced within the specified number of iterations. The <br />prograJI used critical depth for the water surface and continued on with the calculations. <br />warning: :::~~s e~:~g~n~~~:t:a~h~r~:~~r f~~a~d~i~i:~afO~~D=~' s~~~~:. the current and previous cross section. <br />Warn; "9: ~~~~ i~: ~~~~~f~~e~t:~t~~e~~~}:~: I c=nb~~k ~f:e~rr~f~~l s~~~~~~ ~i:efn~~:~e~o t~~t t~~:~e is <br />not a valid subcritical answer. The program defaulted to critical depth. <br />CROSS SECTION OUTPUT Profile #ISO-year <br /> <br />I <br /> <br />M' H:~:iv (m) 7841. 26 Element Left 08 channel Ri 8~~5g8 <br />1.84 wt. n-val. 0.050 0.035 <br />W.S. El.v ~ft) 7839.42 Reach L.n. (ft) 465.25 464.83 465.06 <br />erit W.S. ft) 7839.42 Flow Area (sq ft) 23.52 142.48 46.55 <br />E.G. Slop. (ft/ft) 0.010203 Ar.a ~s~ ft) 23.52 142.48 46.55 <br />Q Total (cfs) 2031.00 Flow c s) 113.77 1672.86 244.37 <br />TO~ wi dth ~ft) 61.61 TOp Width ~ft) 10.56 31.45 19.60 <br />Ve Total ft/s) 9.56 AVS' v.l. ft/s~ 4.84 11.74 5.25 <br />Max ch1 Dpth (ft~ 4.53 Hy r. Depth (ft 2.23 4.53 2.37 <br />Cony. Total ~cfs 20106.6 Cony. (cfs) lU6.3 16561.1 2419.2 <br />Length wtd. ft) 464. 92 wetted Per. (ft~ 11.49 31. 45 20.13 <br />Min eh E1 (ft) 7834.89 sh.ar (1 b/sq ft 1.30 2.89 1.47 <br />Alpha 1.29 Stream Power Cl /ft s) 6.31 33.88 7.73 <br />Fretn loss (ft~ 5.27 Cum volume (acre-ft) 31.70 56.97 32.23 <br />c & E Loss (ft 0.04 Cum SA (acres) 19.67 15.81 20.41 <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />warning: <br />warni ng: <br />warning: <br /> <br />The energy equation could not be balanced within the specified number of iterations. The <br />program used critical depth for the water surface and continued on with the calculations. <br />~~r s e~:~gr n~~~:t:a:h~r~:~~r f~~a~d~i ~i ~~a fO ~~o=~ . s~~~~~. the current and previ ous cross section. <br />During the -standard step iterations. when the assUlled water surface was set ~ual to critical <br />depth. the calculated water surface came back below critical depth. This inchcates that there is <br />not: a valid subcritieal answer. The progriUII defaulted to critical depth. <br /> <br />CROSS SECTION OUTPUT Profi 1 e #500-year <br />~er' H:~:iv (m) 7842.09 Element left 08 channel Ri8~~5g8 <br />2.20 Wt. n-va 1. 0.050 0.035 <br />W.S. Elev ~ft~ 7839.89 R.aeh L.n. (ft) 465.25 464.83 465.06 <br />Crit W.S. ft 7839.89 Flow Area (sq ft) 28.71 151.27 56.20 <br />E.G. Slop. (ft/ft) 0.010870 :~~: ~~Mt) 28.71 157.27 56.20 <br />Q Total (efs) 2515.00 154.26 2035.59 325.15 <br />TO~ wi dth ~ft) 67.40 Top Wldth (ft) 11.53 31.45 24.43 <br />Ve Total ft/s) 10.39 AVS' v.l. (ft/s~ 5.37 12.94 5.79 <br />Max ehl Dpth (ft~ 5.00 Hy r. Depth (ft 2.49 5.00 2.30 <br />Cony. Total ~cfs 24122.1 Conv.- (cfs) 1479.6 19524.0 3118.6 <br />L.n9th wtd. ft) 464.93 wetted Per .(ft~ U.57 31.45 25.01 <br />Min ch El Cft) 7834.89 shear (1b/sq ft 1.55 3.39 1.52 <br />Alpha 1.31 Stream Power (11ft s) 8.33 43.92 8.82 <br />Fretn loss ~ft~ 5.38 Cum volume (acre-ft) 40.75 64.50 42.92 <br />C & E loSS ft 0.08 Cum sA (acres) 24.11 15.81 23.99 <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />warning: <br /> <br />warni ng: <br />warning: <br />Warning: <br /> <br />The energy equation could not be balanced within the specified number of iterations. The <br />proQram used critical depth for the water surface and continued on with the calculations. <br />Oivlded flow computed for this cross-section. <br />The energ~ loss was greater than 1.0 ft (0.3 m).. between the current and previous cross section. <br />This may lndicate the need for additional cross sections. <br />During the standard step iterations. when the assumed water surface was set e9ual to critical <br />depth. the calculated water surface came back below critical depth. This indlcates that there is <br />not a valid subcritical answer. The program defaulted to critical depth. <br /> <br />CROSS SECTION <br /> <br />I <br /> <br />RIVER: crystal <br />REACH: Marble <br /> <br />RS: 13314 <br /> <br />INPUT <br />Description: <br />Station Elevation Data num= <br />Sta E1 ev Sta El ev <br />o 7853.18 17 1848.99 <br />49.22 7838.74 50.697838.63 <br />97 7836.93 1177835.79 <br />146.85 7832.06 147 7831.99 <br />167 7828.77 177 7828.67 <br />217 7830.27 217.55 7830.46 <br />237.01 7832.94 238.2 7833.02 <br />266;7 7833.9 277 7833.75 <br />377 7831. 97 397 7831.59 <br />477 7832.48 497 7832.73 <br />577 7834 597.16 7834.01 <br />657 7834.64 677 7835.4 <br />157 7835.3 760.95 7835.29 <br />177 7836.39 787 7836.54 <br />857.16 7837.31 877 7837.94 <br />897 7840.88 897.16 7840.96 <br />916.92 7850.16 920.83 7850.71 <br />947.967849.44 948A97849.77 <br />957.25 7858.38 964.427865.49 <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />Manning' 5 n values <br />Sta n Val Sta <br />o .06 183.81 <br /> <br />92 <br />Sta Elev <br />17.16 7848.94 <br />57 7838.2 <br />127 7835.71 <br />147.12 78'31.94 <br />183.81 7827.81 <br />222.01 7831. 96 <br />246.34 7834.62 <br />297 7833.62 <br />417 1831.84 <br />517 7833.36 <br />617 7834.26 <br />697 7835.65 <br />163.6 7835.82 <br />797 7836.67 <br />887.44 7838.17 <br />907 7845.27 <br />941.39 7850.46 <br />955.48 7856.42 <br /> <br />Sta Elev <br />37 7843.34 <br />67 7837.68 <br />137 7835.41 <br />153.45 7829.3 <br />209.18 7827.75 <br />226.42 7832.3 <br />246.72 7834.71 <br />317 7832.99 <br />437 7831.97 <br />537.16 7833.36 <br />627 7834.19 <br />717 7835.53 <br />764.66 7836.04 <br />817 7837.05 <br />891.47 7838.23 <br />907.14 7845.36 <br />943.62 7850.31 <br />956.96 7858.07 <br /> <br />nUIII= 3 <br />n val Sta <br />.035 209.18 <br /> <br />ri val <br />.06 <br /> <br />Bank Sta: left Right lengths: left Channel Right <br />183.81 209.18 514.62 494.08 474.87 <br />Ineffective Flow num= 1 <br />Sta l Sta R Elevpermanent <br />246.72 964.427834.71 F <br /> <br />CROSS SECTION OUTPUT Profile #lOO-year <br /> <br />I <br /> <br />~e r' H~~:iv (~g) <br />W.S. Elev (ft) <br />Crit w.s. (ft) <br />E.G. Slope Cft/ft) <br />Q Total (efs) <br />~~~ ~~~~~ m}S) <br />Max ch 1 Dpth (ft) <br />Conv. Total (cfs) <br />Length wtd. Cft) <br />Mi n eh El (ft) <br />Alpha <br />Fretn Loss (ft) <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br /> <br />7833.92 <br />1. 79 <br />7832.13 <br />7832.13 <br />0.012664 <br />2181.00 <br />158.23 <br />8.63 <br />4.38 <br />19380.4 <br />495.86 <br />7827.75 <br />1.55 <br />5.92 <br /> <br />E1 ement <br />:~c~~~:~: (ft) <br />Flow Ar.a (sq ft) <br />Area (sq ft) <br />Flow ~cfs) <br />TOp Indth Cft) <br />Avg. vel. (ft/s) <br />Hydr. D.pth (ft) <br />COnv. (~fs) <br />wett.d P.r. (ft) <br />~~~:~(~~~~ m/ft s) <br />Cum volume (acre-ft) <br /> <br />Sta Elev <br />37.21 7843.27 <br />17 7837.18 <br />139.34 7835.24 <br />156.93 7829.1 <br />216.79 7830.2 <br />227 7832.35 <br />257 7834.1 <br />357 7832.23 <br />457 7832.35 <br />557 7833.49 <br />637 7834.14 <br />747 7835.54 <br />766.85 7836.11 <br />837 7837.31 <br />896.4 7840.6 <br />914.18 7849.74 <br />947 7849.62 <br />957 7858.12 <br /> <br />Coeff Contr. <br />.1 <br /> <br />Expan. <br />.3 <br /> <br />Left 08 <br />0.060 <br />514.62 <br />lU.56 <br />=.56 <br />649.75 <br />37.U <br />5.77 <br />3.03 <br />5773.7 <br />37.76 <br />2.36 <br />13.61 <br />33.52 <br /> <br />C8~03Sl Ri8~86g8 <br /> <br />494.08 474.87 <br />110.36 29.67 <br />110.36 51.11 <br />1404.96 U6.29 <br />25.37 95.73 <br />U.73 4.26 <br />4.35 1.97 <br />U484.5 =2.2 <br />25.37 15.71 <br />3.44 1.49 <br />43.78 6.35 <br />57.88 34.98 <br /> <br />p&ge 36 <br /> <br />