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Table 3. Sediment-size statistics and critical shear stress for the median particle size, Warner Point study reach-Continued <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 />^s, not sampled or not calculated; Critical shear for the median sediment size calculated with equation 2; Shields parameter is variable depending on pave- <br />ment and subsurface properties; ft, foot; mm, millimeters; Ib/ft2, 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 <br /> <br />section <br />year <br />code <br />(ft) <br />file <br />file <br />file <br />size <br />param- <br />param- Remarks <br /> (mm) (mm) (mm) (mm) eter eter <br /> 0.030 0.045 <br /> (Ib/ft2) (Ib/ft2) <br />V3 1995 RBank 204 49 110 191 1,240 1.12 1.67 Sample overlaps both V3 <br /> and H3. <br />V3 1995 ROvrFlo 241 8 40 76 760 0.41 0.61 <br />V4 1994 XChan lc 100 270 680 830 2.74 4.11 Sampled from station 79 to <br /> 205. <br />V4 1994 LGrsTer 75 2 9 22 92 <br />V4 1994 LCb1Bar 81 2 20 48 101 0.20 0.30 Subsurface sample, <br /> 300-ttun-deep pit. <br />V4 1994 LBank 85 22 47 118 490 0.48 0.71 <br />V4 1994 RCb1Bar 203 32 72 165 900 0.73 1.09 <br />V4 1994 ROvrFlo 235 17 87 245 580 0.88 1.32 <br />V4 1995 LBank 80 2 38 97 470 0.39 0.58 <br />V4 1995 ROvrFlo 243 39 170 320 1,000 1.72 2.59 <br />H6 1994 REddy 162 9 16 23 38 0.16 0.24 Gravel deposited in 1993 <br /> behind large boulder. <br />H6 1995 REddy 162 15 58 162 300 0.59 0.88 <br />H7 1994 LBank 24 ns ns ns 900 0.00 0.00 <br />H8 1995 ROvrFlo 283 10 25 42 60 ~ 0.25 0.38 <br />VS 1994 XChan lc 70 250 410 550 2.53 3.80 Sampled from station 75 to <br /> 219. <br />VS 1994 LSplay 56 35 55 74 205 0.56 0.84 <br />VS 1994 LBank 80 128 220 350 530 2.23 3.35 <br />VS 1994 RBank 216 38 145 300 550 1.47 2.20 <br />VS 1994 RGv1Ter 273 14 32 52 120 0.32 0.49 Downstream from Box <br /> Elder number 132. <br />VS 1994 RPtBar 277 26 64 105 500 0.65 0.97 <br />VS 1995 LBar 61 2 160 306 455 1.62 2.43 <br />VS 1995 RPtBar 275 11 50 110 430 0.51 0.76 <br />H9 ns XChan ns ns ns ns ns ns ns Low-flow channel not <br /> sampled. <br />H9 1994 LBank 86 128 220 350 530 2.23 3.35 Sampled at V5. <br />H9 1994 RBank 216 38 145 300 550 1.47 2.20 Sampled at V5. <br />H9 1994 RPtBar 277 26 64 105 500 0.65 0.97 Sampled at VS <br />H9 1995 RPtBar 275 11 50 110 430 0.51 0.76 Sampled at V5. <br />GEOMORPHIC AND SEDIMENTOLOGIC CHARACTERISTICS 15 <br />