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I I I I I I I I I I I I I :1 I I I I I vel Tonl (ft/s) Maxchlopth(Ft) Conv.Total (cfs) Length Wed. (ft) MinchEl (ft) Alpha Frctnloss{ft) C &. E loss eft) Cryst/llRiver.rep n.n 4.99 3.98 2.10 13370.5 1742.2 31.45 17.84 2.70 1.38 30.05 6.90 50.90 24.75 15.81 17.25 ",,,g. vel. (fth) Hydr.DepthCft) cony. (CF5) wetted per. (ft! shear (lbjs"ft streamPower(l/fts) Cl.lmVolume(acre-ft) cum SA (acres) 9.22. 3.98 15898.2 464.92 7834.89 1.27 5.21 0.07 4.53 1.92 78S.S 10.20 1.20 S,44 2$.76 17.73 warning: warning: warning: The ener\lY equation could not be balanced within the specified number of iterations. The prograM used critical depth for the water surface and continued on with the calcuhtions. ~~~s e~~~91 n1~~~t~a~h~r~:~~r f~~a~d~i~i~~a'O c;o~~. s~~~~~~. the current and ~rel!ious cross se.ct.ion. During the standard ste~ iterations, when tile assumed water surface was set '''jual to critical depth, the calculated water surface came back below critical depth. This indlCatU that there is not al!a1id subcritical answer. The prollram defaulted to critical depth. CROSSSeCTIO/lOUTPUT Profilel50-year ~e~' H~~~v (~iP 7841.26 element leftOB channel Ri8~&sgB 1.84 ... n-val. O.OSO O.OlS w.~. elev ~ft5 7839.42 Reach Len. (ft) 465.2S 464.83 46S.06 Crlt W.S. ft 7839.42 Flow Area (sq ft) B.S2 142.48 46.SS E.G. slope (ft/ft) 0.010203 :j~: ~~1srt) B.S2 142.48 46.S5 QTotal(cfs) 2031.00 1.13.77 l"n.&l) 244..7 ~~~ ~~~~ HUs) 61.61 TOp width ~ft) 10.56 31.4S 19.60 9.S6 AI/~. vel. ft/s~ 4.84 11.74 5.2S Max chl Dpth (ft~ 4.S3 Hyr.Depth(ft 2.23 4.n 2.37 conI!. Total ~CfS 20106.6' Conl/. (cfs) 1126.3 16S61.1 2419.2 Length wtd. ft) 464.92 ~~~~~d (~6/iq (m 11.49 31.45 20.13 Minchel (ft) 7834.89 1.30 2.89 1.47 Alpha 1.29 stream Power (lbjfts) 6.31 33.88 7.73 ~T~ ~~~~ ~m S.27 Cum volume (acre-ft) 31.70 56.97 32.23 0.04 Cum SA (acres) 19.67 lS.81 20.41 warning: warning: warning: The energy equat;on could not be balanced within the specified n umber of iterations. The programusedcrltical deptl\for the.wate.rs.urf..ce..ndcolltil\\.ledollwith"necalcuht.l<mS. i~~5 e~:?r n~r~~,,:a~h~r~:~~r f~~a~d~;~i~~afO ~~O~~. s~~~{~~~. the current and previ ous cross secti on. Durinll tile standard step iterations, when the assumed water surface was set e<jual to critical depth,thecalcu1atedwatersurfacecamebackbelowcriticaldepth. This;ndlcates that there is not ava1id sUbcritical answer. The pragram defaulted ta critical depth. CROSS SECTION OUTPUT Profilel,OO-year ~e~' H~~~I/ (~iP 7842.09 Element LeftOB Channel Ri8~6s3B 2.20 ." n-val. O.OSO O.OlS ~;.~t ~~~~ m~ 7839.89 Reach Len. (ft) 46S.2S 464.83 465.06 7839.89 Flow Area (sq ft) 28.71 lS7.27 S6.20 e.G. Slope (ft/ft) 0.010a70 :~~~ ~~1sr) 28.71 ~S7 .27 5(,.2(1 QTotal (cfs) 2515.00 154'.26 203S.S9 12S.1S TO~ Width ~ft) 67.40 H'P Width ~ft) n.S3 31.4S 24.43 ve Toul ftls) 10. ~9 AV~. vel. ftjS~ S.~7 12.94 5.79 ~~~I! ~h io~~th (~m S.OO Hyr. Depth(ft 2.49 S.OO , .~O 24122.1 conI!. (cfs) 1479.6 19S24.0 3118.6 Lengthwtd. (ft) 464.93 wetted per, (ft~ 12.S7 31.4S 2>.01 MinCkEl(ft) 7834.89 shear (lh/sqft 1.55 3.39 l.S2 Alpha 1.31 stream Pawer (1 jft 5) 8.33 43.92 8.82 ~r~t~ ~~~~ ~m 5.~8 cum Volume (acre-ft) 40.75 64.50 42.92 0.08 C\lmSA(acres) 24.11 15.81 23.99 Warning: The energy equation could not be balanced ",tthin th.. specified number of iterations. The g~~~d:d f~;~ ~~~~~~:~ ~~~t~hf~r c~~:s~:~~ii~~~face and continued on with "he calculations. The energy loss was greater than 1.0ft (0.3m). be~eenthecurrentandprev;ous craSS section. This may 1ndicate the need for additional cross sections. During the standard step iteratians, when the assumed water sur facewassete<jualtacritical depth,thecalculatedwatersurfacecamebackbelowcriticaldepth. This indlCates that there is notavalidsubcrit1Calallswer. The program defaulted to critical depth. CROSS SECTION Warning: warmng: warning: RIVER: crystal ilEAC>>: Marble TIS: IB14 INPUT Description: Station Elevation Oata num_ Sta Elel! St:a elel! o 78S3.18 177848.99 49'~~iHtH-~~.~:~'. n 146.857812.06 1477831.99 1677828.77 1777828.67 217 7830.27 H7.SS 7830.46 237.017832.94 238.27833.02 266.7 7833.9 277 7833.75 3777831.97 3977831.S9 4777832.48 497783<'71 S77 7834 597.167834.01 6577834.64 677 783S.4 757 783S.3 760.9S783S.29 7777836.39 7877836.54 8S7.167837.31 8777837.94 8977840.88897.167840.96 916.927850.16920.837850.71 947.967849.44948.497849.77 957.257858.38964.427865.49 92 SU Elev Sta Ehv 17.167848.94 377843.34 1~~ 7i~~~7i-&ffit~ 147.1278H.94 153.4S 7829.3 183.817827.81 209.187827.75 222.017831.96226.427832.3 246.347834.62246.727814.71 2"'77333.&2 3D7Im.99 4177831.84 4377831.97 5177833.36 >37.167833.36 6177834.26 6277834.19 6977835.6S 7177835.>3 761.6783S.82764.667836.04 7977836.67 81778l7.05 887.447838.17891.477838.23 9077845.27907.147845.36 941.3978,O.46943.6278S0.31 95S.487856.42956.967858.07 Sta Elel! 37.217843.27 77 7~17 1~ 139.34783S.24 1)6.937829.1 216.797830.2 2277832.35 2>7 7834.1 )>778)2.23 4,77832.]5 5577833.49 6377834.14 747783S.54 766.857836.11 8377837.31 896.47840.6 914.187849.74 9477849.62 9>178S8.12 Manning'snvalues Sta nval Sta o .06183.81 num_ l nVal Sta .035 209.18 nval .06 Banksta: left Ri9ht Lengths: Left Channel Right C:oeffcantr. Expan. 183.81 209.18 514.62 494.08 474.87 ., .J Ineffective Flow num.. , StaL StaR Elel! Permanent 246.72 964.427834.71 , CROSSSECTIO/lOllTPUT profilellOO-year ~eT' fI~~~'1 (~g> 7333.91 E.lellll!r.t left 011 c.hannel Tli8~&6gtl 1.79 ... n-val. 0.060 O.OlS ~;.~t ~~~~ ~m 7812.1] Reach Len. (ft) 514;62 494.08 474.87 78l2.1] Flow Area (sq ft) 112.S6 110.36 29.67 E.G. Slope (ftjft) 0.012664 :~~: ~~1srt) 112.S6 110.36 S1.11 QTatal (cfs) 2181.00 649.7S 1404.96 126.29 ~~~ ~~~~~ m~S) 1S8.23 TopW'idth(ft) 37.12 25.37 95.73 8.63 AV~. vel. (ftjS~ 5.77 12.73 4.26 Max Cnl Opth (ft~ 4.38 Hyr.Oepth(ft 3.03 4.35 1.97 conv. Tatal (ds 19380.4 canl!. (ds) 5773.7 12484.5 1122.2 Lengthwtd. (ft) 495.86 wetted per. (ft) 37.76 2S.37 15.71 MinChel (ft) 7827.7S ~~~:~m (~~,~~ H~/ft s) 2.36 3.44 1.49 Alpha 1.,5 13.61 43.78 6.lS FrctnLoss(ft) 5.92 CUIII'Ialume(acre-ft) 33.S2 n.88 )4.98 PIlge36