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<br />3 <br /> <br /> ~ ~ ~ <br /> ::::;,;.. <br /> , <br />~. , 3.5' <br /> y. CANNOT 'EXCEED TOP OF PIPE <br />Lff20 <br />...OTIA. <br /> <br />2 <br /> <br />o <br />o <br /> <br />10 <br /> <br />20 <br /> <br />30 <br /> <br />40 50 60 <br />DISCHARGE-Q-CFS <br /> <br />70 <br /> <br />80 <br /> <br />90 <br /> <br />100 <br /> <br />6 <br /> <br />5 <br /> <br />~ <br />d~/ <br />...f:%: ~ <br />A~V <br />/"/" 9' '-" <br /><?" ///, ./ <br /> <br />8 <br /> <br />v <br /> <br />~~ <br /> <br />7 <br /> <br />I- <br />.... <br />.... <br />LL <br />'.. 4 <br />>- <br />, <br />:I: <br />I- <br />~ 3 <br />o <br />...J <br /><I <br />I.) 2 <br />I- 0 <br />It: <br />I.) <br /> <br />.......~r;:;-- <br />-"'~~ <br /> <br />7' <br /> <br />I- <br />.... <br />6~ <br />, <br />u <br />>- <br />, <br /> <br />8' <br />1/ -,. <br />fh <br /> <br />I -6' <br />IJ' <br />(G,. IA. <br />100 <br /> <br />200 <br /> <br />300 <br /> <br />400 500 600 <br />DISCHARGE - Q - CFS <br /> <br />700 <br /> <br />800 <br /> <br />900 <br /> <br />I <br />SI- <br />ll. <br />.... <br />o <br />...J <br />oct <br />1000 !:? <br />l- <br />n:: <br />I.) <br /> <br />Y. CANNOT EXCEED TOP OF PIPE <br /> <br />7' . <br /> <br />14 <br /> <br />8 <br /> <br /> I-- <br /> - - <br /> .-. <br /> k? <br /> ....... I/' <br /> ~ /' <br /> ~ <br /> -:? :;:/ ,/ <br /> .... <br /> ~ y <br /> Ih ~ V <br /> I~ ~ Y. CANNOT EXCEED TOP OF PI PE <br /> I~ ~3' <br />/:. ~II' <br />9' 01 <br /> <br />1000 <br /> <br />2000 <br />DISCHARGE - Q - CFS <br /> <br />3000 <br /> <br />4000 <br /> <br />12 <br /> <br />10 <br /> <br />6 <br /> <br />40 <br /> <br />.U OF PUBLIC ROADS JAN. 1964 <br /> <br />III-9 <br /> <br />FIGURE 111-4 <br />CRITICAL DE PTH <br />CIRCULAR PIPE <br />