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<br />e <br /> <br />STONE WEIGHT, IN POUNDS <br />5 20 60 200 600 1000 2000 4000 <br />10 40 100 400 800 1500 3000 5000 <br /> <br />26 <br /> <br />6 <br /> <br />I I I 'I I I II [ I I I I I I I , <br /> / <br /> / <br /> / <br /> V <br /> / <br /> /v <br /> / <br /> / <br /> / <br /> / . <br /> I <br /> / <br /> V FOR STONE WEIGHING <br /> 165 LBS, PER CU. FT. <br />J <br />/ <br />/ <br />II <br /> <br />1 2 3 <br />EQUIVALENT SPHERICAL DIAMETER OF STONE, IN FEET <br /> <br />4 <br /> <br />24 <br /> <br />22 <br /> <br />i <br /> <br />20 <br /> <br />18 <br /> <br /> 0 16 <br /> z <br /> 0 <br /> u <br /> UJ <br /> (Jl <br /> 0: 14 <br /> UJ <br /> 0- <br /> f- <br /> UJ <br /> UJ <br /> u. <br />e z 12 <br />>- <br />t:: <br /> u <br /> 0 10 <br /> ...J <br /> UJ <br /> > <br /> f- <br /> X <br /> UJ 8 <br /> <br />4 <br /> <br />~ <br /> <br />2 <br /> <br />o <br />o <br /> <br />e <br /> <br />FIGURE II-C-l. RIPRAP SIZE FOR USE DOWNSTREAM OF ENERGY <br />DISSIPATORS FROM REFERENCE II-C-l. <br /> <br />II-9 <br /> <br />" <br />