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<br /> .. 0,
<br /> Abt, Wittler, Taylor, and Love
<br /> TABLE 3. Data Summary for 1.5 Percent Slope.
<br /> Flow Flow Hydraulic Ht. X Wt.
<br />Surface4: Velocity Depth Radi... Product Weight
<br />Subject Type (po mi. ft cm ft em Number (:inches,lbo)
<br />tI C 8.07 2.46 1.86 56.69 1.27 38.71 15.00 10,767
<br /> T 5.65 1.72 2.30 70.10 1.46 44.50 13.00 10,767
<br /> G 5.00 1.52 2.50 76.20 1.54 46.94 12.50 10,767
<br /> S 4.20 1.28 3.40 103.63 1.34 56.08 14.28 10,767
<br />.2 C 4.67 1.42 1.92 58.52 1.30 39.62 8.97 8,466
<br /> T 4.47 1.36 1.70 51.82 1.19 36.27 7.56 8,466
<br /> G 4.20 1.28 2.55 77.72 1.58 47.55 10.71 8,466
<br /> S 4.60 1.40 3.30 100.58 1.81 55.17 15.18 8,466
<br />.3 C 4.67 1.42 2.26 68.88 1.44 44.02 10.55 5,400
<br /> T 8.13 2.48 1.60 48.77 1.14 34.83 12.98 5,400
<br /> G 3.60 1.10 2.60 85.34 1.65 50.20 10.08 5,400
<br /> S 3.50 1.07 3.40 103.63 1.84 56.02 11.90 5,400
<br />.4 C 6.98 2.12 2.15 65.53 1.40 42.62 15.00 13,230
<br /> T 5.5 1.81 2.10 64.01 1.38 41.97 12.50 13,230
<br /> G 5.50 1.88 2.80 85.34 1.65 50.20 15.40 13,230
<br /> S 4.70 1.45 3.40 103.63 1.51 46.13 15.98 13,230
<br />.5 C 6.50 1.98 2.00 60.98 1.33 40.54 13.00 9,360
<br /> T 7.34 2.24 1.60 48.77 1.14 34.75 11.75 9,360
<br /> G 4.80 1.46 2.70 82.30 1.61 49.07 12.96 9,360
<br /> S 4.00 1.22 3.40 103.63 1.84 56.02 13.60 9,360
<br />.7 C 10.01 3.05 1.40 42.67 1.04 31.70 14.04 10,948
<br /> T 8.47 2.89 1.79 54.56 1.24 37.80 15.18 10,948
<br /> G 5.20 1.59 2.75 83.82 1.63 49.68 14.30 10,948
<br /> S 4.20 1.28 3.40 103.63 1.84 56.08 14.28 10,948
<br />tI3 C 6.80 2.07 2.39 72.85 1.50 45.60 16.23 10,885
<br /> S 5.07 1.55 3.47 105.77 1.86 56.63 17.52 10,885
<br />tI4 C 6.69 2.04 2.40 73.15 1.50 45.72 16.04 12,145
<br /> S 5.53 1.69 3.43 104.55 1.85 56.28 18.92 12,145
<br />tI5 C 5.86 1.79 2.35 71.63 1.48 45.12 14.00 13,642
<br /> G 4.73 1.44 3.10 94.49 1.75 53.23 14.65 13,642
<br /> S 5.99 1.83 3.46 106.07 1.86 56.72 20.82 13,642
<br />tI6 C 7.53 2.30 2.35 71.63 1.48 45.12 17.69 14,970
<br /> S 5.43 1.66 3.45 105.16 1.85 56.46 18.75 14,970
<br />tI7 C 5.96 1.82 2.35 71.63 1.48 45.11 14.02 11,440
<br /> G 3.23 0.98 3.65 111.25 1.91 56.22 11.77 11,440
<br /> S 5.27 1.61 3.40 103.63 1.84 56.02 17.91 11,440
<br />tI8 C 6.59 2.01 2.41 73.46 1.50 45.84 15.63 10,738
<br /> S 4.13 1.26 3.57 108.81 1.89 57.61 14.71 10,738
<br />tI9 C 6.98 2.13 2.37 72.24 1.49 45.36 16.54 13,007
<br /> G 5.23 1.59 3.00 91.44 1.71 52.25 15.67 13,007
<br /> S 5.50 1.68 3.45 105.16 1.85 56.46 18.98 13,007
<br />.20 C 5.95 1.81 2.69 81.99 1.61 49.02 16.02 12,461
<br /> S 4.97 1.51 3.52 107.29 1.87 57.07 17.47 12,461
<br />Monolith C 1.40 0.43 2.11 64.31 1.38 42.06 2.95 7,050
<br /> T 1.56 0.48 1.99 60.66 1.33 40.54 3.11 7,050
<br /> G 1.43 0.44 2.15 65.53 1.40 42.62 3.08 7,050
<br />. C-Concrete
<br />T-Turf
<br />G-Gravel
<br />S-Steel
<br />
<br />WATER RESOURCES BULLETIN
<br />
<br />886
<br />
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