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RIPRAP SIZING CHART <br />RIPRAP DESIGNATION AND d50 SIZE <br />2c <br />.. <br />w <br />t~i. 15 <br />.. <br />H <br />U <br />O <br />u 10 <br />o ~_~ <br /> <br />0 <br />0 <br />i i i i~ I I ~ 1~ I~~~ <br /> <br />~ ~ i I I I{ i I <br /> <br />.~ , <br />I , ~ i I <br /> <br /> ~~ I i ~- <br />~ <br />.- -1 I I ~ ~ ! <br />I y I ~ - <br /> ~ ~ I <br /> <br /> ~ , I ~ I <br />i ~ ~ I ( H(18'~ <br />I E ~ I I ~ ~ <br />I ~ ; ~ ~ ~ ~ I <br />' <br /> <br />~ i M(12 <br />) <br />I <br /> <br />I ~ I ! t(s' I <br />~ I <br /> <br />l i ~ ~ i I I ~ 1 1 <br /> <br />I f i ~ ~ i <br />i t I j I ~( I I ~ <br /> I 1 i <br />I <br /> l i I I I I I I I I~ <br />,. <br />.05 .~o .,5 .~~ .~~ <br />CHANNEL SLOPE S <br />SIZING DERIVED FROM FORMULA: <br />VS 0.17 _ ~ /VS 0.1T 2 <br />5.8 OR d 50 <br />d o.s(S -1)o.ss ~T.58 <br />50 S <br />ASSUAIING SPECIFIC GRAVITY OF RIPRAP SS . 2.5 <br />RAF: URBAN STORM DRAINAGE CRITERIA MANUAL. MAJOR DRAINAGE SECTION . <br />C'O-HYDRO CONSULTING. IN^,. <br />