My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FLOOD00150
CWCB
>
Floodplain Documents
>
Backfile
>
1-1000
>
FLOOD00150
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/23/2009 1:37:51 PM
Creation date
10/4/2006 9:06:49 PM
Metadata
Fields
Template:
Floodplain Documents
Designation Number
579
County
Gunnison
Community
Marble and Vicinity
Stream Name
Crystal River
Title
Floodplain Information Report - Crystal River Technical Appendix
Date
8/1/2004
Prepared For
CWCB
Prepared By
Icon Engineering, Inc.
Floodplain - Doc Type
Floodplain Report/Masterplan
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
145
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
<br />I <br /> <br />I <br /> <br />Alp!la <br />Fretn lOss (ff9 <br />Co!oELoss(.) <br /> <br />1.49 <br />0.11 <br />0.03 <br /> <br />Stream power (lb/ft 5) <br />CumvolumeCacre-ft) <br />Cum SA (acres) <br /> <br />0.16 <br />73.96 <br />32.11 <br /> <br />CrystalRiver.rep <br />0.94 0.08 <br />90.79 66.29 <br />20.72 3.2.18 <br /> <br />I <br /> <br />Warning: The canveyance ratio (upstr~ cOI\\leya.t\ce divided by downstrum cOlWeyante) is less than <br />0.7 Or greater than 1.4. Thismayindicatetheneedforadditionalcro$5sections. <br />CROSS 5ECTIO~ <br /> <br />INPUT <br />Description: <br />SUtionElevuionQata nu... 201 <br />st.a El~ Sta ~Je" SU El"v sa Elev Sta Elell <br />07965.19 6.127960.84 6.97960.38 7.097960.17 7.187960.17 <br />8.227960.1> 17.427959.92 20.387959.88 21.017959.86 21.647959.53 <br />27.427956.29 34.197952.89 37.327951.36 38.127950.97 38.27950.97 <br />44.197951.12 47.427951.18 51.27951-29 54.087951.38 55.867950.35 <br />57.427949.4 60.527947.58 67.437943.57 70.527941.75 71.437937.72 <br />SO.S2 7~35.a9 &7.43 7931.83 91.21 7929.6 97.357925.99 97.657925.99 <br />104.097926.08107.437926.1127.437926.1 140.527926.53 147.437926.62 <br />167.437926.75190.527926.75197.437926.71 227.437926.71 230.527926.62 <br />240.527926.36247.437926.31 260.527926.31 267.437926.27 <80.52 7926.1 <br />2867925.99287.6979<5.95289.2779<5.95 291.747925.89 299.577925.77 <br />303.757925.77 310.297925.85 311.8879<5.91 313.4 7926323.317928.21 <br />328.32792.9.29 3H.U 7929.23 H9.957929.23 347.06 7'H9.02 341.1~ 7<}2\).02 <br />147.4792!J.Ol 356.887928.92357.527928.92363.227925.76365.167924.69 <br />406.27 7924.3 407.127924.29 407.327924.31 420.787926.14 421.547926.24 <br />422.347926.52 4B.837926.96 428.87928.42 429.8 7928.4440.157928.29 <br />441.37928.28442.047928.28446.617928.44 448.617928.48 451.497926.98 <br />452.657926.38453.097926.36 458.77926.28460.497926.26461.857926.24 <br />465.78.7926.11 470.267916.02477.157915.94477.6679<5.94484.747925.83 <br />489.53 7925.9 491.987925.93 495.87925.97499.227926.02 501.47926.04 <br />506.467926.21 513.<17926.37 51L887926.39 517.64 7926.5 521.857927.48 <br />525.157928.15 527.067928.57 529.997929.26 532.457929.69 536.837929.76 <br />537.437929.77 543.347929.76 547.087929.71 554.647929.91 557.087929.95 <br />564.647930.15567.087930.24 574.647930.34 577.087930.44 587.087930.57 <br />594.647930.77 5'H.ca 7930.M 604.&47931.04 6C7.0B 1931.1 614.64 7931.3 <br />617.087931.36624.647931.56627.087931.64 647.087932.56 654.647932.66 <br />657.08 7932.7 664.647932.79 667.087932.79 674.64 7932.9 671.087933.01 <br />687.087933.14 694.647933.44 697.087933.52 704.647933.83 707.087933.92 <br />714.647934.12 717.087914.18 724.647934.38 727.087934.41 734.647934.61 <br />737.087934.67744.647934.87747.087934.89 764.647935.12 784.647935.52 <br />787.087935.56 794.64a3'5.96 797.087936.06 807.087936.59 814.647936.79 <br />817.087936.98824.647937.18827.087937.25 834.647937.84 837.087938.04 <br />844.647938.63847.087938.68864.647939.84 867.087919.92 884.647940.15 <br />887.087940.28 907.08 7941.2 914.64 7941.6 917.087941.75 924.647942.15 <br />927.087942.27 934.647942.67 937.087942.83 947.08794L36 964.647944.17 <br />9~.087944.27974.647944.72977.08~44.85984.647945.29~7.087M5.<< <br />994.647945.64 997.087945.691004.647945.89 1.Q07.0a N4S.95 101~.f,4 7946.5 <br />1017.0a7946.631027.087947.361034.647947.851037.087948.161047.087948.82 <br />1054.647949.221057.087949.221064.647949.621067.087949.741074.647949.84 <br />1077.087949.881084.647949.981104.64 7950.91107.087951.081124.647952.01 <br />1147.087953.041154.647953.441157.087953.561174.647954.491177.08 7954.6 <br />1179.379'54.72 <br /> <br />RIVER: Crystal <br />REACH: Marble <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />Iotanning'snvalues <br />Sta nval Sta <br />o .06 97.35 <br /> <br />I <br /> <br />Rs:19361 <br /> <br />num.. <br />nval <br />.05 <br /> <br />5 <br />'" <br />365.16 <br /> <br />n Val Sta <br />.035406.27 <br /> <br />BankSU:Left Right Lengths: Left Channel Right <br />365.16 406.27 461.2-05 H7.52- 747.S9 <br />Ineffective Flow num.. 2- <br />StaL StaR Elev permanent <br />0328.327929.<9 F <br />446.611179.37928.44 F <br />CROSS SE010" OUTPUT Profile it~OO-year <br /> <br />I <br /> <br />~ef'H~~dv(~W <br />~r~t ~:~~ ~m <br />LG.slope(ft!ft) <br />QTotal (cfs) <br />~~~ ~~~~~ ~~us) <br />~~~v~h~o~~ih (~m <br />LengthWtd. (ft) <br />"'in..ch..E.l_(h) <br />Alpha <br />FrctnLOSS eft) <br />C&ELoss(ft) <br /> <br />I <br /> <br />I <br /> <br />n val <br />.05 <br /> <br />Coeffcontr. E"pan. <br />.1 .3 <br /> <br />'" <br />517.64 <br /> <br />n val <br />.05 <br /> <br />7931.26 element <br />0.02 Wt.n-va1. <br />7931.24 Reach Len. eft) <br />7928.40 Flow Area (sqft) <br />oi~g~~~~ ~1~: ~~1sr) <br />523.94 Top Width (ft) <br />1.02 Avg.Vel. (ft/s) <br />6.95 Hydr.Depth(ft) <br />186813.2 cony. (cfs) <br />547.95 wetted Per. (ft: <br />,>n"'~-f~ft- <br />1.30 $treamPower(l/fts) <br />0.09 cum volume (acre-ft) <br />0.00 cum SA (acres) <br /> <br />L~:~5gB C~~O~~l Ri8~~5~B <br />461.26 577.52 747.59 <br />1222.97 277.28 645.33 <br />UU.!H 277.211 (,45.33 <br />1138.41 490.61 551.99 <br />276.73 41.11 <06.10 <br />0.93 1.77 0.86 <br />4.42 6.74 3.13 <br />97509.9 42022.7 47280.5 <br />279.64 41.11 207.44 <br />~~--o-:,,' <br />0.03 0.10 0.02 <br />53.)1 79.09 50.68 <br />25.65 19.91 27.13 <br /> <br />"ote; Muhip1e critical depths were found at this location. <br />surface was used. <br /> <br />The critical depth with the lowest. valid, water <br /> <br />CROSSSECTIONOLJTPLJT ProfilellFloodway <br /> <br />I <br /> <br />~e~ H~~dv (~W <br />~r~t ~:~~ ~m <br />E.G. slope (ft/ft) <br />QTotal (cfs) <br />~~) ~~~~~ ~ti~s) <br />loIaxChl0pth(ft) <br />Conv. Tota 1 ~cfs) <br />~r~g~~ ~id{ftrt) <br />Alpha <br />~rlt~ t~~~ mS <br /> <br />I <br /> <br />7931.83 <br />0.31 <br />7931.51 <br />7928.40 <br />0.001101 <br />2181.00 <br />103.00 <br />3.83 <br />7.22 <br />65725.2 <br />576.90 <br />7924.30 <br />1.37 <br />0.41 <br />0.03 <br /> <br />Element <br />Wt.n-val. <br />lleachLen. (ft) <br />FlowArea(sqft) <br />:1:;~ ~~~sr1:) <br />Topwidth(ft) <br />...vg.vel. (ftls) <br />Hydr.Depth(ft) <br />(onv. (cfs) <br />wetted Per. (ft! <br />shear (lb/sqft <br />Streampower(l/fts) <br />cum Volume (acre-ft) <br />cum SA (acres) <br /> <br />Leftoa <br />0.050 <br />461.26 <br />37.ll <br />37.ll <br />79.14 <br />8.16- <br />2.1< <br />4.57 <br />2384.8 <br />11.85 <br />0.22 <br />0.46 <br />22.92 <br />8.27 <br /> <br />C:M.l\lw.l <br />O.OlS <br />577.52 <br />288.50 <br />288.50 <br />1489.78 <br />41.11 <br />5.16 <br />7.0< <br />44895.1 <br />41.11 <br />0.48 <br />2.49 <br />85.59 <br />19.91 <br /> <br />ll.it~5%B <br />747.59 <br />243.68 <br />243.68 <br />612.08 <br />53.13 <br />2.51 <br />4.54 <br />18445.3 <br />59.95 <br />0.28 <br />0.70 <br />17.77 <br />7.00 <br /> <br />I <br /> <br />warning: The cross section had to be extended vertically during th ecriticaldepthcalculations. <br />Note: Multiple critical depths were found at this location. The critical depth with the lowes.t, valid, w~tl!r <br />surface was used. <br /> <br />CROSSSIOCTIONOUTPUT Profilelll10-year <br /> <br />I <br /> <br />~e~'H~~~V(~W <br />W.S.lOlev(ft) <br />Crit W.S. (ft) <br />E.G. slope (ft/ftl <br />QTotal (cfs) <br />Top width (ft) <br />Vel Total (ft/s) <br />lotaxchl0pth(ft) <br />conv.Total (cfs) <br />Length wtd. (ft) <br /> <br />I <br /> <br />I <br /> <br />7929.91 <br />0.03 <br />7929.88 <br />7927.80 <br />0.000236 <br />1657.00 <br />462.86 <br />1.12 <br />5.59 <br />107799.6 <br />544.75 <br /> <br />E:lement <br />Wt. n-val. <br />Reachlen. (ft) <br />Flow Area (sq ft) <br />~1:;~ g1srt) <br />Top Width (ft) <br />Avg. vel. (ft/s) <br />Hydr.oepth(ft) <br />cony. (cfs) <br />wetted Per. (ft) <br /> <br />LeftOB <br />0.050 <br />461.26 <br />848.89 <br />848.89 <br />819.63 <br />274.41 <br />0.97 <br />3.09 <br />5BB.1 <br />276.97 <br /> <br />Channel <br /><l.035 <br />577.52 <br />221.48 <br />222.48 <br />444.16 <br />41.11 <br />1.01 <br />5.39 <br />28895.7 <br />41.11 <br /> <br />RitgsgB <br />747.59 <br />404.19 <br />404.19 <br />393.21 <br />147.32 <br />IL97 <br />2.74 <br />25580.8 <br />148.65 <br /> <br />Page 17 <br />
The URL can be used to link to this page
Your browser does not support the video tag.