. Analytical solutions of the one-line model of shoreline change. Coast changes; Beach erosion; Shore protection. Analytical Soln: „ »$ _J 3) w **s ^N. :z: **»^S*. o H V t'= en o v^^^^ Q_ v\ **\. CiJ -ZL v>^\^ ~~~ -O^^ J \t'= 1 .0 LJ CC O t: en "^ "" - i i r~ i 1 ALONGSHORE DISTANCE (x/U Figure 31. Comparison between analytical and numerical solutions of shoreline evolution updrift of a groin with incident breaking wave angle 20 deg. ALONGSHORE DISTANCE (x/L) Figure 32. Comparison between analytical and numerical solutions of shoreline evolutio

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. Analytical solutions of the one-line model of shoreline change. Coast changes; Beach erosion; Shore protection. Analytical Soln: „ »$ _J 3) w **s ^N. :z: **»^S*. o H V t'= en o v^^^^ Q_ v\ **\. CiJ -ZL v>^\^ ~~~ -O^^ J \t'= 1 .0 LJ CC O t: en "^ "" - i i r~ i 1 ALONGSHORE DISTANCE (x/U Figure 31. Comparison between analytical and numerical solutions of shoreline evolution updrift of a groin with incident breaking wave angle 20 deg. ALONGSHORE DISTANCE (x/L) Figure 32. Comparison between analytical and numerical solutions of shoreline evolution updrift of a groin with incident breaking wave angle 45 deg 52. 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 Larson, Magnus; Hanson, Hans; Kraus, Nicholas C; U. S. Army Engineer Waterways Experiment Station; Coastal Engineering Research Center (U. S. ); United States. Army. Corps of Engineers. [Vicksburg, Miss. : U. S. Army Engineer Waterways Experiment Station ; Springfield, Va. : available from National Technical Information Service]

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