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JD -6 Mine - Drainage Design Plan 77 <br />(v) JD -6 Mine LDS -N Profile P3 <br />\ \tsclient \D\ Projects \4148_JD_6 \SWMP_DDP \Channel \JD6LDS_N_l.out <br />Input File: \ \tsclient \D\ Projects \4148_JD_6 \SWMP_DDP \Channel \JD6LDS_N3.sec <br />Run Date: 06/12/13 <br />Analysis Procedure: Hydraulics & Regression <br />Cross Section Number: 3 <br />Resistance Method: Thorne and Zevenbergen <br />D84: 25.000 mm <br />Q = aR "b a= 199.010620 b= 2.714270 r "2= 0.991199 n =29 <br />Q = aZ "b a= 21.338694 b =2.902 rA2= 0.980145 n =29 <br />STAGE AREA PERIM WIDTH R DHYD SLOPE n VAVG Q SHEAR FROUDE <br />(ft) (sq ft) (ft) (ft) (ft) (ft) (ft /ft) (ft /s) (cfs) (psf) <br />0.1 0.05 1.12 1.09 0.05 0.05 0.1276 0.063 1.13 0.06 0.38 0.8869 <br />0.2 0.22 2.17 2.1 0.1 0.1 0.1276 0.047 2.45 0.53 0.8 1.3431 <br />0.3 0.44 2.54 2.4 0.17 0.18 0.1276 0.039 4.29 1.89 1.39 1.7611 <br />0.4 0.7 2.91 2.71 0.24 0.26 0.1276 0.036 5.79 4.04 1.91 2.0099 <br />0.5 0.98 3.27 3.02 0.3 0.33 0.1276 0.034 7.09 6.97 2.39 2.1862 <br />0.6 1.3 3.64 3.32 0.36 0.39 0.1276 0.033 8.25 10.73 2.85 2.3226 <br />0.7 1.65 4.01 3.63 0.41 0.45 0.1276 0.032 9.31 15.35 3.28 2.4340 <br />0.8 2.03 4.37 3.94 0.46 0.51 0.1276 0.031 10.3 20.87 3.69 2.5284 <br />0.9 2.44 4.74 4.24 0.51 0.57 0.1276 0.03 11.22 27.34 4.09 2.6105 <br />1 2.88 5.1 4.55 0.56 0.63 0.1276 0.03 12.1 34.81 4.49 2.6832 <br />1.1 3.35 5.47 4.86 0.61 0.69 0.1276 0.03 12.95 43.32 4.87 2.7485 <br />1.2 3.85 5.84 5.16 0.66 0.75 0.1276 0.029 13.75 52.91 5.25 2.8080 <br />1.3 4.38 6.2 5.47 0.71 0.8 0.1276 0.029 14.53 63.64 5.62 2.8626 <br />1.4 4.94 6.57 5.78 0.75 0.86 0.1276 0.029 15.29 75.54 5.99 2.9131 <br />1.5 5.53 6.94 6.08 0.8 0.91 0.1276 0.029 16.02 88.66 6.35 2.9602 <br />1.6 6.16 7.3 6.39 0.84 0.96 0.1276 0.028 16.73 103.05 6.71 3.0042 <br />1.7 6.81 7.69 6.72 0.89 1.01 0.1276 0.028 17.4 118.52 7.05 3.0451 <br />1.8 7.51 8.27 7.26 0.91 1.03 0.1276 0.028 17.78 133.54 7.23 3.0797 <br />1.9 8.26 8.85 7.79 0.93 1.06 0.1276 0.028 18.2 150.37 7.43 3.1144 <br />2 9.07 9.44 8.33 0.96 1.09 0.1276 0.028 18.64 169.09 7.65 3.1488 <br />2.1 9.93 10.15 9.01 0.98 1.1 0.1276 0.028 18.94 188.18 7.79 3.1800 <br />2.2 10.89 11.2 10.03 0.97 1.09 0.1276 0.028 18.93 206.06 7.74 3.2023 <br />2.3 11.94 12.25 11.05 0.97 1.08 0.1276 0.027 19.03 227.27 7.76 3.2271 <br />2.4 13.1 13.3 12.07 0.98 1.08 0.1276 0.027 19.23 251.87 7.84 3.2539 <br />2.5 14.35 14.05 12.79 1.02 1.12 0.1276 0.027 19.77 283.61 8.13 3.2895 <br />2.6 15.65 14.61 13.3 1.07 1.18 0.1276 0.027 20.49 320.62 8.53 3.3286 <br />2.7 17.01 15.16 13.82 1.12 1.23 0.1276 0.027 21.19 360.34 8.93 3.3659 <br />2.8 18.41 15.72 14.33 1.17 1.28 0.1276 0.027 21.88 402.85 9.33 3.4015 <br />2.9 19.87 16.27 14.85 1.22 1.34 0.1276 0.027 22.55 448.21 9.73 3.4355 <br />(w)JD -6 Mine LDS -N Profile P4 <br />xxxx+++ xxxx++++ xxxx+++ x+ xxx+++ xWinXSPROxxx + ++x +xxx + + + +x+xx + + + +xxxx + + ++xx <br />\ \tsclient \D\ Projects \4148_JD_6 \SWMP_DDP \Channel \JD6LDS_N_l.out <br />Input File: \ \tsclient \D \Projects \4148_JD_6 \SWMP_DDP \Channel \JDGLDS_N4.sec <br />Run Date: 06/12/13 <br />Analysis Procedure: Hydraulics & Regression <br />Cross Section Number: 4 <br />Resistance Method: Thorne and Zevenbergen <br />D84: 25.000 mm <br />Q = aR"b <br />a= 122.044334 <br />b= 2.610206 <br />r "2= 0.991789 n =21 <br />Q = aZ"b <br />a= 16.938808 <br />b =2.874 <br />r^2= 0.977251 <br />n =21 <br />STAGE <br />AREA <br />PERIM <br />WIDTH <br />R <br />DHYD <br />SLOPE <br />n <br />VAVG <br />Q <br />SHEAR <br />FROUDE <br />(ft) <br />(sq ft) <br />(ft) <br />(ft) <br />(ft) <br />(ft) <br />(ft /ft) <br />(ft /s) <br />(cfs) <br />(psf) <br />0.1 <br />0.08 <br />1.53 <br />1.52 <br />0.05 <br />0.05 <br />0.0637 <br />0.063 <br />0.81 <br />0.06 <br />0.2 <br />0.6355 <br />0.2 <br />0.26 <br />2.16 <br />2.1 <br />0.12 <br />0.13 <br />0.0637 <br />0.044 <br />2.08 <br />0.55 <br />0.48 <br />1.0358 <br />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 />0.5 <br />1.04 <br />3.27 <br />3.03 <br />0.32 <br />0.34 <br />0.0637 <br />0.034 <br />5.23 <br />5.43 <br />1.26 <br />1.5720 <br />0.6 <br />1.35 <br />3.6 <br />3.29 <br />0.38 <br />0.41 <br />0.0637 <br />0.032 <br />6.06 <br />8.21 <br />1.5 <br />1.6634 <br />0.7 <br />1.70 <br />3.93 <br />3.55 <br />0.43 <br />0.48 <br />0.0637 <br />0.032 <br />6.82 <br />11.57 <br />1.72 <br />1.7375 <br />0.8 <br />2.06 <br />4.25 <br />3.81 <br />0.49 <br />0.54 <br />0.0637 <br />0.031 <br />7.52 <br />15.52 <br />1.93 <br />1.7997 <br />0.9 <br />2.46 <br />4.58 <br />4.07 <br />0.54 <br />0.6 <br />0.0637 <br />0.03 <br />8.17 <br />20.10 <br />2.13 <br />1.8534 <br />1.0 <br />2.88 <br />4.91 <br />4.33 <br />0.59 <br />0.66 <br />0.0637 <br />0.03 <br />8.79 <br />25.31 <br />2.33 <br />1.9008 <br />1.1 <br />3.32 <br />5.24 <br />4.59 <br />0.63 <br />0.72 <br />0.0637 <br />0.03 <br />9.38 <br />31.20 <br />2.52 <br />1.9432 <br />1.2 <br />3.80 <br />5.57 <br />4.85 <br />0.68 <br />0.78 <br />0.0637 <br />0.029 <br />9.95 <br />37.77 <br />2.71 <br />1.9817 <br />1.3 <br />4.30 <br />5.96 <br />5.18 <br />0.72 <br />0.83 <br />0.0637 <br />0.029 <br />10.43 <br />44.82 <br />2.87 <br />2.0164 <br />1.4 <br />4.84 <br />6.56 <br />5.74 <br />0.74 <br />0.84 <br />0.0637 <br />0.029 <br />10.66 <br />51.63 <br />2.93 <br />2.0459 <br />1.5 <br />5.45 <br />7.22 <br />6.36 <br />0.75 <br />0.86 <br />0.0637 <br />0.029 <br />10.90 <br />59.35 <br />3.00 <br />2.0751 <br />1.6 <br />6.11 <br />7.87 <br />6.98 <br />0.78 <br />0.88 <br />0.0637 <br />0.028 <br />11.18 <br />68.34 <br />3.09 <br />2.1048 <br />4148A.131028 Whetstone Associates <br />