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Mineral Joe Mine - Drainage Design Plan 37 <br />MDS -P2 <br />1.23 25 0.3 <br />0.57 <br />3.69 <br />3.63 <br />0.15 <br />0.16 <br />0.0356 <br />0.04 <br />2.04 <br />1.15 <br />0.34 <br />0.9098 <br />0.4 <br />0.98 <br />4.82 <br />4.74 <br />0.2 <br />0.21 <br />0.0356 <br />0.036 <br />2.69 <br />2.65 <br />0.45 <br />1.0407 <br />MDS -P3 <br />1.23 25 0.3 <br />0.29 <br />2.01 <br />1.91 <br />0.14 <br />0.15 <br />0.0936 <br />0.04 <br />3.1 <br />0.89 <br />0.83 <br />1.4107 <br />0.4 <br />0.51 <br />2.68 <br />2.54 <br />0.19 <br />0.2 <br />0.0936 <br />0.037 <br />4.11 <br />2.09 <br />1.11 <br />1.6199 <br />MDS -P4 <br />1.23 25 0.15 <br />0.62 <br />5.88 <br />5.87 <br />0.1 <br />0.1 <br />0.04 <br />0.049 <br />1.35 <br />0.83 <br />0.26 <br />0.7363 <br />0.2 <br />0.92 <br />6.5 <br />6.47 <br />0.14 <br />0.14 <br />0.04 <br />0.043 <br />1.89 <br />1.75 <br />0.36 <br />0.8826 <br />LDS -E -PI <br />1.90 25 0.2 <br />0.62 <br />4.46 <br />4.42 <br />0.14 <br />0.14 <br />0.0441 <br />0.043 <br />1.96 <br />1.22 <br />0.38 <br />0.9181 <br />0.3 <br />1.1 <br />5.15 <br />5.08 <br />0.21 <br />0.22 <br />0.0441 <br />0.038 <br />2.98 <br />3.27 <br />0.59 <br />1.1282 <br />LDS -E -P2 <br />1.90 25 0.3 <br />0.91 <br />4.89 <br />4.85 <br />0.19 <br />0.19 <br />0.0215 <br />0.038 <br />1.85 <br />1.68 <br />0.25 <br />0.7551 <br />0.4 <br />1.43 <br />5.66 <br />5.58 <br />0.25 <br />0.26 <br />0.0215 <br />0.035 <br />2.47 <br />3.53 <br />0.34 <br />0.8609 <br />LDS -E -P3 <br />1.90 25 0.2 <br />0.57 <br />4.8 <br />4.77 <br />0.12 <br />0.12 <br />0.0223 <br />0.045 <br />1.19 <br />0.68 <br />0.16 <br />0.6115 <br />0.3 <br />1.09 <br />5.58 <br />5.52 <br />0.2 <br />0.2 <br />0.0223 <br />0.038 <br />1.97 <br />2.15 <br />0.27 <br />0.7816 <br />LDS -E -P4 <br />1.90 25 0.3 <br />0.39 <br />2.51 <br />2.43 <br />0.16 <br />0.16 <br />0.0707 <br />0.039 <br />2.93 <br />1.16 <br />0.69 <br />1.2815 <br />0.4 <br />0.67 <br />3.13 <br />3.02 <br />0.21 <br />0.22 <br />0.0707 <br />0.036 <br />3.92 <br />2.61 <br />0.94 <br />1.4687 <br />LDS -N -PI <br />2.65 25 0.3 <br />0.65 <br />3.56 <br />3.49 <br />0.18 <br />0.19 <br />0.0407 <br />0.038 <br />2.53 <br />1.66 <br />0.47 <br />1.0305 <br />0.4 <br />1.03 <br />4.09 <br />3.97 <br />0.25 <br />0.26 <br />0.0407 <br />0.035 <br />3.39 <br />3.48 <br />0.64 <br />1.1747 <br />LDS -N -P2 <br />2.65 25 0.4 <br />0.66 <br />2.66 <br />2.48 <br />0.25 <br />0.27 <br />0.0407 <br />0.035 <br />3.34 <br />2.2 <br />0.63 <br />1.1435 <br />0.5 <br />0.92 <br />3.02 <br />2.77 <br />0.3 <br />0.33 <br />0.0407 <br />0.034 <br />4.04 <br />3.72 <br />0.77 <br />1.2369 <br />LDS -N -P3 <br />2.65 25 0.3 <br />0.44 <br />2.54 <br />2.4 <br />0.17 <br />0.18 <br />0.1276 <br />0.039 <br />4.29 <br />1.89 <br />1.39 <br />1.7611 <br />0.4 <br />0.7 <br />2.91 <br />2.71 <br />0.24 <br />0.26 <br />0.1276 <br />0.036 <br />5.79 <br />4.04 <br />1.91 <br />2.0099 <br />LDS -N -P4 <br />2.65 25 0.3 <br />0.49 <br />2.55 <br />2.43 <br />0.19 <br />0.2 <br />0.0637 <br />0.038 <br />3.29 <br />1.61 <br />0.76 <br />1.2915 <br />0.4 <br />0.75 <br />2.93 <br />2.76 <br />0.26 <br />0.27 <br />0.0637 <br />0.035 <br />4.3 <br />3.22 <br />1.02 <br />1.4530 <br />LDS -N -P5 <br />2.65 25 0.3 <br />0.43 <br />2.36 <br />2.2 <br />0.18 <br />0.2 <br />0.0803 <br />0.038 <br />3.53 <br />1.51 <br />0.91 <br />1.4067 <br />0.4 <br />0.66 <br />2.73 <br />2.49 <br />0.24 <br />0.27 <br />0.0803 <br />0.035 <br />4.63 <br />3.07 <br />1.22 <br />1.5815 <br />LDS -N -P6 <br />2.65 25 0.3 <br />0.67 <br />3.72 <br />3.65 <br />0.18 <br />0.18 <br />0.0739 <br />0.038 <br />3.37 <br />2.26 <br />0.83 <br />1.3833 <br />0.4 <br />1.08 <br />4.48 <br />4.39 <br />0.24 <br />0.25 <br />0.0739 <br />0.036 <br />4.41 <br />4.74 <br />1.11 <br />1.5681 <br />Notes: <br />D&4 = 84th - percentile particle <br />size <br />R = Reynolds' number <br />n = Manning's n calculated <br />using resistance equations <br />Vavg = average velocity <br />Q = flow rate <br />Output reported for Stage -Q values nearest the Q100 <br />value. <br />414813.131029 Whetstone Associates <br />