. Development of a portable sand trap for use in the nearshore. Littoral drift; Oceanographic instruments; Sedimentation and deposition. Figure 10. Photograph of point gage and flow meter setup FLOW SPEED (cm/s). 10 30 50 70 90 110 130 150 170 190 210 TIME (sec) DEPTH — 20 cm -•— 23 cm ~^- - 36 cm -a- 46 cm Figure 11. Flow speed at test section B 25. 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,
. Development of a portable sand trap for use in the nearshore. Littoral drift; Oceanographic instruments; Sedimentation and deposition. Figure 10. Photograph of point gage and flow meter setup FLOW SPEED (cm/s). 10 30 50 70 90 110 130 150 170 190 210 TIME (sec) DEPTH — 20 cm -•— 23 cm ~^- - 36 cm -a- 46 cm Figure 11. Flow speed at test section B 25. 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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