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<br />4 10
<br />I L " ' ! I" --- \i" ~--:::::..~' ", ',' /1.'/ .l:~v...~::-- /l'Y Ih \\d
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<br />\/ /~; , '/. ; ,;'. ~A:-" ~", ,'.< t\' ~ ~V/// ~ :"~'~..-' Z \ 7-< ..i~' " ' "-'- ,- ''\\ {J...
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<br />~""~ '~..lt~~J-' ," 'i '\ '" ,,00
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<br />128, ,,12 116 117 ~1~ 17 " \)) 19 If ) ..
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<br />-...... ~ '-, --...... .."'-..,, -...... _ -'. // / i/ '\\\!~ / ___ ________.... ________--------
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<br />---~'--~~".'\' --,,~ ~~~~ ~'f~;~ \M j~ ' / -:::==--=---
<br />~ \. ~\~ '--- ./ /:> vO", .t~ \1J ' ____________
<br />_____9000~~, \ \\ ,\\ __ /' /- '\ //
<br />..........-. '\ 10,' \.102 )D3- \'5 ,1. '6/ ______ ......-------
<br />---- "r \ \\....~..---. I I/''''''''----- _-
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<br />
<br />Figure 4.7.
<br />
<br />Apex IOO-Year mud flow. ll:1nhdrllrTt>r1
<br />channel, with-berm sce~ari'~=- -. --~--
<br />Maximum deoth cont01Jr"'-
<br />(contour interval 2.0 ft)
<br />
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