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<br />II <br />I I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br /> 1.0 <br /> 09 <br /> 0.8 <br /> 0.7 <br />~ <br />0 <br />-' 0.6 <br />LL <br />LL <br />0 05 <br />I <br />f- <br />CL <br />w 04 <br />0 <br /> 0.3 <br /> 02 <br /> 0.1 <br /> <br /> , <br /> I " <br /> -' J <br /> -' ~ <br /> ,,' V <br /> -~ ,/ ./ , <br /> ~ ~'" ./ <br /> I.... ~... " V / <br /> ...<f. IV ,,;'" <br /> -" ':/ .... / <br /> ~ V 1/ <br /> """r" / <br /> ,.; .....-: .' ,/ <br /> 7 J' A~ 1'" " <br /> ./ ,I' C\. Y <br /> ./ ./ ./ <br /> / ,... ./ <br /> ,,' " <br />I. ,,- - - <br />r - <br /> <br />o <br />o 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 <br /> <br />1.1 1.2 1.3 <br /> <br />PROPORTION OF VALUE FOR FULL FLOW <br /> <br /> <br />HYDRAULIC PROPERTIES <br />ARCH PIPE <br />FIGURE 6-3 <br /> <br />Public Works <br />Department DATE, AUGUST, 1996 <br /> <br />SCALE N.T.S. <br />