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<br />26 <br /> <br />24 <br /> <br />22 <br /> <br /> <br />. <br /> <br /> <br /> 20 . <br />c 18 : <br />z <br />0 <br />c.J <br />.... <br />III <br />II: 16 <br />.... <br />Q. <br />.... <br />.... 14 <br />.... <br />l/. <br />Z <br />.. 12 . <br />2: <br />>- <br />I- <br />g 10 <br />...;I <br />.... <br />> <br /> 8 <br /> STONE BANK <br /> 6 CURVE AGENCY PERCENT SLOPE <br /> FINER <br /> I CALIFORNIA 33 2:1 <br /> 4 2 BU. OF PUB. RDS. 50 2:1 <br /> 3 BU. OF REClAM. 40 NOT GIVEN . <br /> CO R PS OF ENGI N EERS <br /> 4 TURBUlE NT 65 NOT GIVEN <br /> 2 5 NONTURBUlENT 65 .. .. . <br /> - <br /> <br /> <br /> <br /> <br />o 2 3 4 <br />EQUIVALENT SPHERICAL DIAMETER OF STONE,IN FEET <br /> <br />FIG.9-COMPARISON OF SIZE BY VARIOUS METHODS <br /> <br />11-32 <br /> <br />. <br /> <br />oj <br />