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Table 3. Sediment-size statistics and critical shear stress for the median particle size, Warner Point study reach <br />[Station, sample location on cross section from left endpoint; Percentile, percentile of the size distribution; lc, sampled across the entire low-flow channel; <br />ns, not sampled or not calculated; Critical shear for the median sediment size calculated with equation 2; Shields pazameter is variable depending on pave- <br />ment and subsurface properties, ft, foot; mm, millimeters; lb/ftz, pound per square foot] <br /> Critical Critical <br /> shear shear <br /> 16th 50th 84th Maximum with with <br />Cross Sample Sample Station Percen- Percen- Percen- particle Shields Shields Remarks <br />section year code (ft) file file file size param- param- <br /> (mm) (mm) (mm) (mm) eter eter <br /> 0.030 0.045 <br /> (Ib/ft2) (Ib/ft2) <br />Vl 1994 XChan lc 90 230 420 1,450 2.33 3.50 Sampled from station 196 <br /> to 358. <br />V 1 1994 LB1dBar 138 60 130 300 700 1.32 1.98 <br />V1 1994 LBank 198 105 240 400 660 2.43 3.65 <br />V 1 1994 RB1dBar 287.5 50 180 370 750 1.82 2.74 Sampled near right edge of <br /> water. <br />V2 ns XChan ns ns ns ns 740 ns ns Low-flow channel not <br /> sampled. <br />V2 1994 LB1dBar 66 160 270 400 600 2.74 4.11 <br />V2 1994 LBank 81 100 212 450 600 2.15 3.22 <br />V2 1994 RBank 161 80 125 190 280 1.27 1.90 <br />V2 1994 RSlope 168 55 98 170 380 0.99 1.49 Midway up bar slope. <br />V2 1994 RB1dBar 186 50 125 200 400 1.27 1.90 <br />V2 1994 ROvrFlo 228 31 140 210 400 1.42 2.13 <br />V2 1995 LBank" 80 34 128 224 410 1.30 1.95 <br />V2 1995 RBank 161 46 98 145 520 0.99 1.49 <br />V2 1995 RSlope 168 52 100 158 225 1.01 1.52 <br />H60 ns XChan ns ns ns ns ns ns ns Low-flow channel not <br /> sampled. <br />H60 1994 LBank 87 25 130 390 700 1.32 1.98 <br />H60 1995 RBank 172 55 180 333 820 1.82 2.74 <br />H60 1995 RBIdBar 192 65 172 472 670 1.74 2.62 <br />H3 ns XChan ns ns ns ns ns ns ns Low-flow channel not <br />sampled. <br />H3 1994 RBank 195 18 90 185 1,000 0.91 1.37 Sample overlaps both V3 <br />and H3. <br />H3 1995 RBank 196 49 110 191 1,240 1.12 1.67 Sample overlaps both V3 <br />and H3. <br />V3 1994 XChan lc 5 150 310 500 1.52 2.28 Sampled from station 42 to <br /> 205. <br />V3 1994 LBank 44 2 14 67 370 0.14 0.21 Gravel in backwater of <br /> Boulder Pile Riffle. <br />V3 1994 RBank 203 18 90 185 1,000 0.91 1.37 Sample overlaps both V3 <br /> and H3. <br />V3 1994 RB1dBar 211 ns ns ns 320 0.00 0.00 <br />V3 1995 LBar 21 41 80 149 2,410 0.81 1.22 <br />14 Geomorphic and Sedimentologic Characteristics of Alluvial Reaches in the Black Canyon of the Gunnison National Monument, <br />Colorado <br />