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Table G.1. (cont'd). Predicted mean and maximum water depths for six discharges (100-600 cfs) determined from 27 transects conducted during March and April 1993 in the 2.3-mile reach of the lower Gunnison River between the Redlands Diversion Dam (river mile 3.0) and the confluence with the Colorado River (river mile 0.7). Bureau of Reclamation (BR) personnel conducted the transects; mean and maximum water depths were predicted by the HEC-2 computer model. Note: "n" denotes the number of observations. BR Transect No. n 100 cfs Wat De th can er ft Max n 200 cfs Water Depth (ft) Mean Max n DISCHARGE 300 cfs Water Depth ft Mean ax n 400 cfs Water De th ft can Max n 500 cfs Water De th ft can Max n 600 cfs Water Depth (ft) Mean Max 20 9 2.97 7.03 9 3.08 7.14 9 3.23 7.29 9 3.40 7.46 10 3.25 7.65 10 3.43 7.83 21 18 2.25 4.14 19 2.19 4.21 20 2.18 4.31 20 2.30 4.43 20 2.43 4.56 20 2.56 4.69 22 15 3.75 4.74 15 3.82 4.81 15 3.91 4.90 15 4.02 5.01 15 4.15 5.14 15 4.27 5.26 23 23 1.98 2.95 23 2.03 2.28 23 2.10 3.07 23 2.18 3.15 23 2.03 3.25 23 2.37 3.34 G7 24 19 2.35 3.56 19 2.39 3.60 19 2.45 3.66 19 2.53 3.74 19 2.61 3.82 19 2.69 3.90 N 25 20 2.78 4.29 20 2.91 4.32 20 2.86 4.37 20 2.92 4.43 20 2.99 4.50 20 3.05 4.56 26 28 2.20 4.06 28 2.23 4.09 29 2.18 4.12 29 2.21 4.15 29 2.25 4.19 29 2.28 4.22 27 23 2.36 4.63 23 2.38 4.65 23 2.40 4.67 23 2.44 4.69 23 . 2.45 .......... 4.72 ....... 23 ....... 2.47 .......... 4.74 ..... ........... Totals ............... 398 ... ....... --- ....... 430 ....... .-- .......... --- ....... 481 ......... --- ....... ... ....... 501 .......... .-- ....... .-- 506 ... --- 511 ... --- Grand Mean ... 2.58 3.90 --- 2.68 4.17 .-- 2.68 4.46 ... 2.73 4.64 ... 2.85 4.80 --- 2.97 4.95 Maximum --- --- 11.57 .-- ... 11.79 •.. --- 12.10 ••. --- 12.27 ... --- 12.43 --- ... 12.59