. Development of a portable sand trap for use in the nearshore. Littoral drift; Oceanographic instruments; Sedimentation and deposition. U* (cm/sec). 20 30 40 50 60 MIDFLOW SPEED (cm/sec) Measurement Assumed Outlier Figure 23. Relationship between shear flow and midflow speed Table 4 Values of U* , z0 , and r2 as a Function of Midflow Speed Vmid Midflow Shear Rep resentative Speed Vmid Speed U* Bed Roughness z0 cm/sec cm/sec cm r2 * * Assumed outlier
. Development of a portable sand trap for use in the nearshore. Littoral drift; Oceanographic instruments; Sedimentation and deposition. U* (cm/sec). 20 30 40 50 60 MIDFLOW SPEED (cm/sec) Measurement Assumed Outlier Figure 23. Relationship between shear flow and midflow speed Table 4 Values of U* , z0 , and r2 as a Function of Midflow Speed Vmid Midflow Shear Rep resentative Speed Vmid Speed U* Bed Roughness z0 cm/sec cm/sec cm r2 * * Assumed outlier. 49. 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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