. Coastal hydraulic models. Hydraulic models. 140 120 100 BO 60 40 20 0 20 40 ⬠0 JO 100 120 140 ^ k ^ li .0 F' w AV ; H :iG HT ;ii *^ ^ :>*k ^ -;* ^ ^ . ^ - â ^ "^i s ^ ^ .' â¢v ^ n' 'SN s ^ ^ ' â >^ ^ <j S:&. 140 120 100 SO 60 40 20 0 20 40 60 80 100 120 140. 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 DISTANCE FROM CENTERLINE, FT HARBORSIDE SEASIDE N COMPLETE SECTION 1 CLASS B SECTION CLASS C SECTION I 30 SCALE MODEL SCALE MODEL 160 SCALE MODEL Figure 6-6. Scale-effect tests; comparison of sections after stabilization (Hudson and Jackson, 1953), 342. Please not
. Coastal hydraulic models. Hydraulic models. 140 120 100 BO 60 40 20 0 20 40 ⬠0 JO 100 120 140 ^ k ^ li .0 F' w AV ; H :iG HT ;ii *^ ^ :>*k ^ -;* ^ ^ . ^ - â ^ "^i s ^ ^ .' â¢v ^ n' 'SN s ^ ^ ' â >^ ^ <j S:&. 140 120 100 SO 60 40 20 0 20 40 60 80 100 120 140. 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 DISTANCE FROM CENTERLINE, FT HARBORSIDE SEASIDE N COMPLETE SECTION 1 CLASS B SECTION CLASS C SECTION I 30 SCALE MODEL SCALE MODEL 160 SCALE MODEL Figure 6-6. Scale-effect tests; comparison of sections after stabilization (Hudson and Jackson, 1953), 342. Please note that these images are extracted from scanned page images that may have been digitally enhanced for readability - coloration and appearance of these illustrations may not perfectly resemble the original Hudson, Robert Y. Fort Belvoir, Va. : U. S. Coastal Engineering Research Center ; Springfield, Va. : available from National Technical Information Service
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