Archive image from page 92 of Damage prog[r]ession on rubble-mound breakwaters. Damage prog[r]ession on rubble-mound breakwaters damageprogressio00melb Year: 1999 laterally spaced at 5 cm, which pivoted about a point on a sliding carriage. A rotating spheroid with diameter approximately £)„5o at the end of each profiling arm followed the structure surface as the carriage passed over the structure, from just landward of the crest to just past the seaward toe. Lee Side Breakwater Crest 21 cm 999? 21 cm cm Breakwater Toe Sea Side Figure Plan (top) and profile (bottom) views of break
Archive image from page 92 of Damage prog[r]ession on rubble-mound breakwaters. Damage prog[r]ession on rubble-mound breakwaters damageprogressio00melb Year: 1999 laterally spaced at 5 cm, which pivoted about a point on a sliding carriage. A rotating spheroid with diameter approximately £)„5o at the end of each profiling arm followed the structure surface as the carriage passed over the structure, from just landward of the crest to just past the seaward toe. Lee Side Breakwater Crest 21 cm 999? 21 cm cm Breakwater Toe Sea Side Figure Plan (top) and profile (bottom) views of breakwater profiler 75
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Photo credit: © Actep Burstov / Alamy / Afripics
License: Licensed
Model Released: No
Keywords: 1999, archive, book, bookauthor, bookpublisher, booksponsor, booksubject, bookyear, boston_library_consortium_member_libraries, breakwaters, coastal_and_hydraulics_laboratory_u_s_army_engineer_w, coastal_engineering, drawing, flumes, historical, history, hydrodynamics, illustration, image, melby_jeffrey_a, page, picture, print, reference, rubble_mound_breakwaters, u_s_army_engineer_waterways_experiment_station, united_states_army_corps_of_engineers, vicksburg_miss_u_s_army_engineer_waterways_experim, vintage, zimmermann_a_albrecht_b_1860
