. Development of a portable sand trap for use in the nearshore. Littoral drift; Oceanographic instruments; Sedimentation and deposition. ELEVATION (cm). 20 40 60 FLOW SPEED (cm/s) — FLOW SPEED W/O TRAP -*~ FLOW SPEED WITH TRAP Figure 15. Typical flow speed profiles z,k Figure 16. Example nozzle cross section 32. 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 Rosati, Julie Dean; Kraus, Nicholas C; U. S. Army Engineer Waterw
. Development of a portable sand trap for use in the nearshore. Littoral drift; Oceanographic instruments; Sedimentation and deposition. ELEVATION (cm). 20 40 60 FLOW SPEED (cm/s) — FLOW SPEED W/O TRAP -*~ FLOW SPEED WITH TRAP Figure 15. Typical flow speed profiles z,k Figure 16. Example nozzle cross section 32. 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 Rosati, Julie Dean; 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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