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<br />I[ Water Surface Profile .~~.. ,) <br />.----: Q:l <br />~- > <br />~ ~ 0 <br />.0 <br /><( <br />. w <br />" <br />,.. <br />S <br /><: <br />Q <br />,- ~ <br />> <br />~ <br />'" l.U <br />. <br /> <br />=="_':"'---''\= -,A~~ <br /> <br />r <br />I <br /> <br /> <br />\\~', :;;Ii'~j:'i,,(..; <br />, \ \. ''\~ ;; II ./ /) j / <br />\" .,;.;. '",,~ ...--- ,i/ \ '~ <br />I' \ ~~, <br />, " '~ ~ I I \. ~ <br />~r;, \, .... 1."~lIJ'II~ <br />l\.. \ i ?.. , ~// '" <br />(' j " I/O <br />/"/ <br />, <br />\. <br /> <br />. <br /> <br />Top of Water, /- <br /> <br />., <br /> <br />Bottom of Channel <br />~ <br /> <br />.../~ <br /> <br />.~ <br /> <br />Distance in Feet X 100 Above Confluence <br /> <br />SAMPLE WATER SURFACE <br />PROFILE (STEP 2) <br /> <br />~-l.-OOO ~-~"-i <br />:=' .c:~A"'loN ~,......,.....:, <br />::-0:' .. ~ e' <br />5"704 -. - ...... <br />570," -e - ,0 <br />5CC~ ~. ;~ <br />5 ~rc E -<:l: <br />!:""I2. e:;'" '0 <br /><- , . ~S-t-2::J <br />,- f ~ C-;--2.0 <br /> <br />. <br /> <br />.-..;. ( i', \ ~ <br />\, . ";JII,!' ? <br />N , <br />, ~:~(/;~ ' <br />'/' ~'" <br />",,, .-.("'"0-:-: \ <br />.... \. '. ~ ' <br />o 0" "" 0 \ <br />... ~>':\.':"'I:::' \ \ <br />~..., ,::..,.,., \~-.. <br />----.. -.....\,,:. '._~;i[ <br />'", ',~" ;~~'I' , -- <br />, '\'" ..... if I /' ,~ <br />'::---.::::::: ~ ~ I' 'T I, .., I <br />~ "'>:i ~\",'.. /, <br />~ -., " --- ~ N~ / I//, <br />''.-' -\;~'\. I / \~; /" <br />.,-~'\ '\~' \ ': / ' I <br />.~. ~\' i ":! 1/ <br />\ '~, c")" <br />I " - I jI, <br />\ '\ '\:~\' '.(.1 , /, <br />.\\, ,\ ,\1\'" v',l;; <br />EXAMPLE OF CHANNEL <br />CENTERLINE STATIONING AND <br />CROSS SECTIONS <br />(STEP 3) <br /> <br /> <br />~/j'/';': <br />~:.I\-; <br /> <br /> <br />h / - <br />1.,1' <br /> <br />SAMPLE PLOTTING TABLE (STEP 3) <br /> <br />" <br /> <br />:/ <br /> <br />! <br /> <br />I. <br />'// /, <br />I <br />, '.; <br /> <br />" /'- <br /> <br /> <br />. <br />