. Analytical solutions of the one-line model of shoreline change. Coast changes; Beach erosion; Shore protection. Finite Rectangular Beach Fill 33. The solution to this problem in connection with shoreline change is first mentioned by Le Mehaute and Soldate (1977). At time t = 0 , the shore- line has a rectangular shape of finite length 2a described by Equation 15 (see Figure 7): y(x,0) = f(x) = 0 and -°° < x < 6 °-6-. 1 ALONGSHORE DISTANCE (x/a) Figure 7. Shoreline evolution of an initially rectangular beach fill exposed to waves arriving normal to shore 19. Please note that the
. Analytical solutions of the one-line model of shoreline change. Coast changes; Beach erosion; Shore protection. Finite Rectangular Beach Fill 33. The solution to this problem in connection with shoreline change is first mentioned by Le Mehaute and Soldate (1977). At time t = 0 , the shore- line has a rectangular shape of finite length 2a described by Equation 15 (see Figure 7): y(x,0) = f(x) = 0 and -°° < x < 6 °-6-. 1 ALONGSHORE DISTANCE (x/a) Figure 7. Shoreline evolution of an initially rectangular beach fill exposed to waves arriving normal to shore 19. 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]
Size: 1851px × 1350px
Photo credit: © Library Book Collection / Alamy / Afripics
License: Licensed
Model Released: No
Keywords: ., boo, bookauthorunitedstatesarmycorpsofengineers, bookcentury1900
