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<br />100 <br />8 <br />00 <br />4 <br />3 <br />2 <br /> <br /> ;0- f I ! <br /> I I <br /> I II II <br /> II <br /> J <br /> I I <br />0 I I <br /> 0 <br /> I <br />0 I <br /> I <br />0 " / <br /> ISOLATED ClIBE - ...., <br />0 <br /> I <br />0 --, <br />0 <br />0 <br /> useR r J <br />0 <br />. II <br />8 f o J <br />3 I <br /> ra. ~, <br />2 1/ / 1/ ~ IS8ASH <br /> W. 2.44 X'/O-$V' <br />0 <br />. I <br />8 I J 1,( <br />3 I I <br /> I I I <br />2 / }' j+ <br /> ~ <br />0 0 FOREIGN, PROTO W Y'" V'" = <br />. I I 0 BONNEVillE FLUME (2) <br />8 I UUDI . 60NNEVILLE CLOSURE (2) ~ <br /> 1+ . X COLUMBIA RIVER, PROTO (2) <br /> I I . LOS ANCioELES DtST, PROTO (2) - <br />3 I 0 ZUIDER ZEE, PROTO (2) ..- f-- <br /> I I + PASSAMAClUODDY, MODEL (2~ <br />2 / D STILLING eASIN, MODEL (3) f---" <br /> D I . CHANNEL, MODEL (3) ..- <br /> 00 . MCNARY O"'M. MODEL (4) i--' <br />0 <br />8 -In I I- <br /> (I) E.H. HOOKER, ASCE, VOL 36 -: <br /> T I I a (2) C. t. GRIMM , N. LEUPOLD, NPD <br />4 T I (3) WATERWAYS EXP STATION - <br /> I - <br />3 I I (4) BONNEVILLE LABORATORY <br />2 'J/ A <br /> 00 <br />I <br /> <br />4,0 <br /> <br />. <br /> <br />8000 <br />4000 <br />3000 <br />2000 <br /> <br />30 <br /> <br />1000 <br />800 <br />80 <br />400 <br />30 <br />20 <br /> <br />2,0 <br /> <br />I., <br /> <br />1.0 <br />0,' <br />o. <br />0,7 <br /> <br />08 <br /> <br />~ <br />m <br />~ <br />~ <br />~ <br />~ <br />~ <br />" <br />~ <br /> <br />0,' <br /> <br />0,4 <br /> <br />4 <br /> <br />0,3 <br /> <br />w <br />g <br />m <br /> <br />I. <br />0, <br />0, <br />o. <br />0, <br />0, <br /> <br />0,2 <br /> <br />01. <br /> <br />0,1 <br />0,0 <br />0,0 <br /> <br />0.10 <br />009 <br />0,06 <br />0.07 <br /> <br />0,04 <br />0,0 <br />0,0 <br /> <br />008 <br /> <br />0.01 <br />0.00 <br />0008 <br />0,00 <br />0,00 <br />000 <br /> <br />0.05 <br /> <br />0,04 <br /> <br />003 <br /> <br />0.00 <br /> <br />2 <br /> <br />3 <br /> <br />454578'10 20 <br />VELOCITY AGAINST STONE - FPS tV) <br /> <br />30 40 !to 60 <br /> <br />. <br /> <br />NOTE: SPECIFIC WEIGHT OF <br />ROCK-165 LB/CU FT. <br /> <br />lote:tlv based on Vs others on Vm <br /> <br />no. 10 <br /> <br />RIVER CLOSURES <br />VELOCITY VS STONE WEIGHT <br /> <br />HYDRAULIc DESIGN CHART 112-J <br /> <br />AEVtSED .-~. wu e-S? <br /> <br />. <br /> <br />11-34 <br />