2013-10-30_REVISION - M1977310 (3)

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JD -6 Mine - Drainage Design Plan 78 (x) JD -6 Mine LDS -N Profile P5 \ \tsclient \D\ Projects \4148_JD_6 \SWMP_DDP \Channel \JD6LDS N_l.out Input File: \ \tsclient \D\ Projects \4148_JD_6 \SWMP_DDP \Channel \JD6LDS_N5.sec Run Date: 06/12/13 Analysis Procedure: Hydraulics & Regression Cross Section Number: 5 Resistance Method: Thorne and Zevenbergen D84: 25.000 mm Q = aR "b a= 135.265366 b= 2.655671 r "2= 0.997496 n =35 Q = aZ "b a= 15.659162 b =2.774 r°2= 0.984213 n =35 STAGE AREA PERIM WIDTH R DHYD SLOPE n VAVG Q SHEAR FROUDE (ft) (sq ft) (ft) (ft) (ft) (ft) (ft /ft) (ft /s) (cfs) (psf) 0.1 0.06 1.2 1.17 0.05 0.05 0.0803 0.062 0.91 0.05 0.25 0.7134 0.2 0.22 1.99 1.91 0.11 0.12 0.0803 0.045 2.18 0.49 0.56 1.1193 0.3 0.43 2.36 2.2 0.18 0.2 0.0803 0.038 3.53 1.51 0.91 1.4067 0.4 0.66 2.73 2.49 0.24 0.27 0.0803 0.035 4.63 3.07 1.22 1.5815 0.5 0.93 3.1 2.78 0.3 0.33 0.0803 0.034 5.59 5.18 1.5 1.7064 0.6 1.22 3.41 3 0.36 0.41 0.0803 0.033 6.53 7.94 1.79 1.8057 0.7 1.53 3.68 3.17 0.41 0.48 0.0803 0.032 7.42 11.31 2.08 1.8845 0.8 1.85 4.02 3.43 0.46 0.54 0.0803 0.031 8.13 15.07 2.31 1.9498 0.9 2.21 4.42 3.77 0.5 0.59 0.0803 0.03 8.73 19.33 2.51 2.0099 1 2.61 4.83 4.12 0.54 0.63 0.0803 0.03 9.32 24.31 2.71 2.0652 1.1 3.04 5.23 4.47 0.58 0.68 0.0803 0.03 9.9 30.07 2.91 2.1163 1.2 3.5 5.63 4.81 0.62 0.73 0.0803 0.029 10.47 36.66 3.11 2.1639 1.3 4 6.04 5.16 0.66 0.78 0.0803 0.029 11.03 44.12 3.32 2.2083 1.4 4.53 6.44 5.51 0.7 0.82 0.0803 0.029 11.58 52.51 3.53 2.2500 1.5 5.1 6.81 5.82 0.75 0.88 0.0803 0.029 12.16 62.02 3.75 2.2892 1.6 5.69 7.12 6.04 0.8 0.94 0.0803 0.028 12.8 72.88 4.01 2.3238 1.7 6.31 7.42 6.26 0.85 1.01 0.0803 0.028 13.42 84.63 4.26 2.3555 1.8 6.94 7.73 6.48 0.9 1.07 0.0803 0.028 14.01 97.29 4.5 2.3848 1.9 7.6 8.03 6.7 0.95 1.13 0.0803 0.028 14.58 110.86 4.75 2.4121 2 8.29 8.33 6.92 0.99 1.2 0.0803 0.028 15.13 125.37 4.98 2.4376 2.1 8.99 8.64 7.14 1.04 1.26 0.0803 0.028 15.67 140.84 5.21 2.4616 2.2 9.71 8.94 7.37 1.09 1.32 0.0803 0.028 16.19 157.27 5.44 2.4842 2.3 10.46 9.25 7.59 1.13 1.38 0.0803 0.027 16.7 174.68 5.67 2.5057 2.4 11.23 9.55 7.81 1.18 1.44 0.0803 0.027 17.19 193.1 5.89 2.5260 2.5 12.02 9.85 8.03 1.22 1.5 0.0803 0.027 17.68 212.53 6.11 2.5455 2.6 12.85 10.35 8.46 1.24 1.52 0.0803 0.027 17.93 230.35 6.22 2.5643 2.7 13.72 10.85 8.9 1.26 1.54 0.0803 0.027 18.2 249.63 6.33 2.5831 2.8 14.63 11.36 9.33 1.29 1.57 0.0803 0.027 18.49 270.39 6.45 2.6018 2.9 15.58 11.86 9.76 1.31 1.6 0.0803 0.027 18.78 292.69 6.59 2.6204 3 16.58 12.36 10.2 1.34 1.63 0.0803 0.027 19.09 316.55 6.72 2.6388 3.1 17.62 12.86 10.63 1.37 1.66 0.0803 0.027 19.41 342.04 6.87 2.6570 3.5 22.41 15.77 13.3 1.42 1.68 0.0803 0.027 20.06 449.4 7.12 2.7230 (y) JD -6 Mine LDS -N Profile P6 \\ tsclient \D \Projects \4148_JD_6 \SWMP_DDP \Channel \JD6LDS_N_l.out Input File: \ \tsclient \D\ Projects \4148_JD_6 \SWMP_DDP \Channel \JD6LDS_N6.sec Run Date: 06/12/13 Analysis Procedure: Hydraulics & Regression Cross Section Number: 6 Resistance Method: Thorne and Zevenbergen D84: 25.000 mm Q = aR "b a= 345.710236 b= 2.845177 r "2= 0.975116 n =11 Q = aZ'b a= 38.742043 b =3.401 r "2= 0.984624 n =11 STAGE AREA PERIM WIDTH R DHYD SLOPE n VAVG Q SHEAR FROUDE (ft) (sq ft) (ft) (ft) (ft) (ft) (ft /ft) (ft /s) (Cfs) (psf) 0.1 0.11 2.02 2.01 0.05 0.05 0.0739 0.062 0.92 0.1 0.24 0.7064 0.2 0.35 2.87 2.83 0.12 0.12 0.0739 0.044 2.23 0.78 0.56 1.1214 0.3 0.67 3.72 3.65 0.18 0.18 0.0739 0.038 3.37 2.26 0.83 1.3833 0.4 1.08 4.48 4.39 0.24 0.25 0.0739 0.036 4.41 4.74 1.11 1.5681 0.5 1.55 5.17 5.05 0.3 0.31 0.0739 0.034 5.38 8.33 1.38 1.7112 0.6 2.09 5.85 5.7 0.36 0.37 0.0739 0.033 6.26 13.07 1.64 1.8245 0.7 2.69 6.53 6.35 0.41 0.42 0.0739 0.032 7.08 19.04 1.9 1.9187 0.8 3.63 11.47 11.27 0.32 0.32 0.0739 0.032 5.92 21.48 1.46 1.8377 0.9 4.8 12.37 12.15 0.39 0.4 0.0739 0.031 6.97 33.45 1.79 1.9533 1 6.06 13.27 13.02 0.46 0.47 0.0739 0.03 7.93 48.03 2.11 2.0476 1.1 7.41 14.17 13.9 0.52 0.53 0.0739 0.03 8.81 65.26 2.41 2.1275 4148A.131028 Whetstone Associates