X.S. 3A2 of Camp Creek reach Sec. mp width depth area velocit Q 1 0.50 0.40 0.06 0.02 2 0.90 0.40 0.39 0.03 3 1.30 0.40 0.35 0.13 4 1.70 0.40 0.34 0.29 5 2.10 0.40 0.27 0.26 6 2.40 0.20 0.26 0.70 7 2.60 0.20 0.26 0.37 8 2.80 0.20 0.27 0.40 9 3.00 0.20 0.31 0.34 10 3.20 0.20 0.27 0.35 11 3.40 0.20 0.30 0.37 12 3.60 0.20 0.29 0.16 13 3.80 0.20 0.26 0.20 14 4.00 0.20 0.24 0.49 15 4.20 0.20 0.26 0.51 16 4.40 0.20 0.30 0.08 17 4.60 0.20 0.30 0.09 18 4.80 0.20 0.32 0.42 19 5.00 0.20 0.30 0.48 20 5.20 0.20 0.29 0.55 21 5.40 0.20 0.26 0.56 22 5.60 0.20 0.26 0.56 23 5.80 0.20 0.28 0.63 24 6.00 0.20 0.30 0.55 25 6.20 0.20 0.26 0.44 26 6.40 0.20 0.28 0.45 27 6.60 0.20 0.28 0.53 28 6.80 0.20 0.28 0.51 29 7.00 0.20 0.26 0.47 30 7.30 0.40 0.22 0.48 31 7.70 0.40 0.24 0.47 32 8.10 0.40 0.17 0.41 33 8.50 0.40 0.17 0.24 34 8.90 0.40 0.17 0.26 35 9.30 0.40 0.17 0.10 36 9.70 0.40 0.15 0.12 37 10.10 0.40 0.20 0.18 38 10.50 0.40 0.16 0.28 39 10.90 0.40 0.12 0.52 40 11.30 0.40 0.14 0.01 41 11.70 0.40 0.17 0.00 42 12.10 0.40 0.19 0.21 43 12.50 0.40 0.16 0.36 44 12.90 0.40 0.29 0.29 45 13.30 0.40 0.26 0.04 46 13.70 0.40 0.20 0.12 47 14.10 0.40 0.15 0.12 48 14.50 0.40 0.11 0.00 49 14.90 0.40 0.12 0.08 Column headings: Sec. = section number mp = mid=point of section on tape, m width = section width, m depth = water depth in section, m area = section area, sq. m vel = section velocity, m/sec Q = section discharge, cubic m/sec Information: Located on Middle Fork John Day River, about 15 m downstream of the fenceline below the mouth of Camp Cr. 0 m mark on tape is on right bank. R water edge at 0.3 m on tape. L water edge at 15.1 m Water surface width = 14.8 m Velocity measured at 0.6 depth, averaged over 1 min. Start: 3:20 pm; finish 5:00 pm Aug. 26, 1997