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Last modified
1/25/2010 7:07:53 PM
Creation date
10/5/2006 2:00:15 AM
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Template:
Floodplain Documents
County
Statewide
Community
State of Colorado
Basin
Statewide
Title
Design of Stable Channels with Flexible Linings
Date
10/1/1975
Prepared By
Hydraulics Branch, Federal Highway Adminstration
Floodplain - Doc Type
Educational/Technical/Reference Information
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<br /> <br />Chart 7 <br /> <br /> 1.00 <br /> .80 <br />-;:; <br />::. <br />" <br />.. <br />E ,60 <br />... <br />;z:." <br />t <br />w <br />Q <br />;;: AD <br />Q <br />... <br />... <br />:;: <br />::> <br />:;: .30 <br />>< <br />< <br />:;: <br /> .20 <br /> <br />2.00 <br /> <br />~ I , II " II I I I T I II = <br />!i;;," <br />i!M.\"" ~ - <br />!ffimH !lo.. - <br />iffiF" ~ - <br />@;imi - <br />~\m\ ill ~ - <br /> - <br />........ ...... ..... <br />........ ...... ..... ..... ,.. ""d'- <br /> ............'i11!l,. <br /> ................ <br />........ ...... ..... ..... .... ::::::::::::::::::. <br />~.. ..................... ~ <br /> ::::::::::::::::::::: <br />...... ..... ..... .... ::::::::::::::::::::: <br />.................. <br /> ~m ..................... ''';;''~ <br /> ::::::::::::::::::::: <br /> ..... ill:::::::::::::::::: <"-9. <br /> .... ,.. ..................... <br /> , ::::::::::::::::::::: .............. ~ <br /> .............. <br />- m:: ..................... .............. HHi;,. 11'0. - <br /> ............... <br /> ::::::::::::::::::::: ............... <br /> .m; ::::::::::::::::::::: ............... :,,::,,:::..~-9. <br /> ............... <br /> .., ..................... .............. <br /> ::::::::::::::::::::: .............. ;\\\\I\~l;;t <br /> .............. <br />- 'i\ .............. <br /> ummmmmm .............. - <br /> .............. <br /> .............. <br /> .............. <br /> .............. <br /> .............. <br /> ............... .............. <br /> ,..'.. <br /> ............. .............. <br />- ';;:= - <br /> ............... \\\\\\\~ <br /> <?~/lmHH :::::::::::::::::::: <br /> .................... I <br /> :::::::::::::::::::: <br /> <" ...... :::::::::::::::::::: <br />- oll " ~1\\IIIIIIII\ - <br /> o~ ~ <br /> .............. <br /> .............. <br />E ~ .............. II :: <br /> .............. <br /> .............. <br /> .............. ~ <br /> .............. <br /> .............. <br /> .............. ........... <br /> .............. <br />- ".QHmm:~ ........... ~ - <br /> ........... .. <br />- ~ I~ <br />- ~ <br />- <br />- I I 1III , I I" ~f~Hi ..giW~i\~~ <br /> I I ........... ... <br /> ....... .. <br /> ....... ...... .... ..... :::..:: .:..:::: <br /> <br />.10 <br /> <br />.006 <br /> <br />,008 .01 <br /> <br />.02 <br /> <br />.06 <br /> <br />.08 ,10 <br /> <br />,04 <br /> <br />CHANNEL SlDPE, S. (ft,/ft.) <br /> <br />From Mississippi State University Report <br /> <br />"Erosion Control Criteria for Drainage Channels" <br /> <br />MAXIMUM PERMISSIBLE DEPTH OF FLOW (d max) FOR <br />CHANNELS LINED WITH JUTE MESH <br /> <br />30 <br /> <br />e <br /> <br />~ <br />- <br /> <br />, <br /> <br />e <br /> <br />. <br /> <br />,15 <br /> <br />. <br /> <br />e- <br />
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