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<br />I <br /> <br />500,000 <br /> <br />I <br /> <br />400,000 - <br /> <br />I <br /> <br />~ <br />. <br />D <br />E <br />, <br />z 300,000 <br />.. <br />" <br />"0 <br />< <br />>- <br />. <br />0: <br />.! 200,000 <br />u <br />'t <br />o <br />.. <br /> <br />I <br /> <br />(a) <br /> <br />I <br /> <br />100,000 <br /> <br />I <br /> <br />I <br /> <br />500,000 <br /> <br />I <br /> <br />0.000 <br /> <br />flow depth or 10 10<11" <br /> <br />x <br /> <br />--------Llo <br />'" <br />'" <br />'" <br />'" <br />^ <br />6 <br />'" <br />6 <br />6 <br /> <br />x <br /> <br />x <br /> <br />x <br /> <br />6 <br /> <br />6 <br /> <br />6 <br /> <br />.~"'TTTT"T"T"'T"1'"TTTT""T"T"T'TTT..........,......"".. <br />, " <br />O?OO"" <br />000 <br />000 <br />00000- <br />00 <br />00 <br />00 <br />00 <br /> <br />x " <br /> <br />6 <br /> <br />6 <br /> <br />00 <br />o <br />o <br />o <br />++++++++++++++++++++++++++++++++++++++++++ <br />"$4~~Ij1Ij1!f1Wlj1ljHi'Ijl-W~~~~9-9-r;urIjLljl-IjUiUjl" , <br />o 5 10 1 5 20 <br /> <br />Slope (percenl) <br /> <br />flow depth of 5 foot <br /> <br />x <br />X <br /> <br />" <br />" <br />" <br />" <br />. <br /> <br />X <br /> <br />x <br /> <br /> 400,000 <br /> . <br /> . <br /> D <br /> E <br /> , <br /> z 300,000 <br /> " <br /> " <br /> "0 X <br /> < <br /> >- <br /> . <br /> 0: <br /> 200.000 X <br /> .! <br /> ~ <br /> 0 X " <br />(b) .. <br /> 6 <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />100,000 - 6 <br /> <br />I <br /> <br />I <br /> <br />500,000 <br /> <br />I <br /> <br />400,000 <br /> <br />~ <br />. <br />D <br />E <br />, <br />z 300,000 <br />" <br />" <br />"0 <br />< <br />>- <br />. <br />0: <br />.! 200,000- <br />u <br />'t <br />o <br />.. <br /> <br />I <br /> <br />I <br /> <br />(c) <br /> <br />I <br /> <br />100,000 <br /> <br />I <br /> <br />0.000 <br /> <br />0.000 <br /> <br />" <br />66 <br />6 <br />'" <br />6 <br />6 <br />6 <br />6 <br />6 <br />6 <br />'" <br />6 <br />'" <br />6 <br />6 <br />6 <br />6 <br /> <br />'=~ <br />. , <br /> <br />X <br /> <br />,. <br /> <br />X <br /> <br />X <br /> <br />JOG. n <br /> <br />X <br /> <br />000000000000000 <br /> <br />00000000 <br />00000 <br />00000 <br />^ooo <br /> <br />00 <br />00 <br />00 <br />00 <br />o <br />o <br />~++++++++++++++++++++++++++++++++++ <br />~1!J.$~Ijl$~**M94i ~ ~'lj1rjlljl-ljlljl--ljlljlljlljlWIj1ljl-ljl-lj1ljllj1ljl-ljlG'ljlljWf-ljlljlljlljlIjl1jl91jl1jl ';' ';' <br />o 5 10 15 20 25 <br /> <br />Slope (percenl) <br /> <br />flow depth of 100+ <br /> <br />'.Duo <br /> <br />nun <br />oaononaDO <br />unoaD <br />0000 <br />.,000 <br />0000 <br />.. <br />u." <br />uu <br />u. <br />.. <br /> <br />....... <br /> <br />. <br /> <br />XX <br />XX <br />XX <br />XX <br />XX <br />X <br />X <br />X <br />X <br />X <br />X <br />X <br />X <br />X ^ 66 <br /> <br />X 66a 00000000000000000 <br />X 6 000.0000000000 <br />6 0000000 <br />6. 00000000 <br />000 <br />00 <br />IfIIflJllIJlIJlIJl~ 1Jl1Jl"$ $ ~J ~l ~~$ $ifJ$ $$$ $ $ $-$41 ~~$'H~H$$4iGi ~1~$4~*i?ti~#*' <br />o 5 10 15 20 25 <br /> <br />'~T"T'rtTT'l'~1"~ <br />It , t' I' <br />6a~ <br />666666 <br />666 <br />666 <br />666 <br />66 <br />6'" <br />6 <br /> <br />I <br /> <br />Figure 2.2 <br /> <br />Slope (percenl) <br /> <br />Flow conditions as a function of particle <br />Reynolds Number for various flow depths. <br /> <br />2-5 <br /> <br />25 <br /> <br />o <br /> <br />1 mm <br /> <br />+ <br /> <br />to mm <br /> <br />o <br /> <br />100 mm <br /> <br />'" <br /> <br />300 mm <br /> <br />x <br /> <br />500 mm <br />