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Mineral Joe Mine - Drainage Design Plan 72 <br />(m) MDS Profile P5 <br />\ \tsclient \D \Projects \4148_JD 6 \SWMP_DDP \Channel \JD6MDS_l.out <br />Input File: \\ tsclient \D \Projects \4148_JD_6 \SWMP_DDP \Channel \JD6MDS_5.sec <br />Run Date: 06/12/13 <br />Analysis Procedure: Hydraulics & Regression <br />Cross Section Number: 5 <br />Resistance Method: Thorne and Zevenbergen <br />D84: 25.000 mm <br />Q = aR ^b a= 222.167648 b= 2.701595 r ^2= 0.997475 n =13 <br />Q = aZ ^b a= 32.559746 b =3.320 r ^2= 0.982977 n =13 <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 />0.1 <br />1.93 <br />1.92 <br />0.05 <br />0.05 <br />0.0628 <br />0.062 <br />0.83 <br />0.08 <br />0.2 <br />0.6432 <br />0.2 <br />0.34 <br />2.92 <br />2.88 <br />0.12 <br />0.12 <br />0.0628 <br />0.045 <br />1.99 <br />0.68 <br />0.46 <br />1.0208 <br />0.3 <br />0.68 <br />3.85 <br />3.79 <br />0.18 <br />0.18 <br />0.0628 <br />0.039 <br />3.03 <br />2.05 <br />0.69 <br />1.2648 <br />0.4 <br />1.08 <br />4.47 <br />4.37 <br />0.24 <br />0.25 <br />0.0628 <br />0.035 <br />4.1 <br />4.44 <br />0.95 <br />1.4498 <br />0.5 <br />1.55 <br />5.08 <br />4.95 <br />0.31 <br />0.31 <br />0.0628 <br />0.034 <br />5.03 <br />7.79 <br />1.2 <br />1.5830 <br />0.6 <br />2.08 <br />5.87 <br />5.71 <br />0.35 <br />0.36 <br />0.0628 <br />0.033 <br />5.75 <br />11.98 <br />1.39 <br />1.6783 <br />0.7 <br />2.69 <br />6.67 <br />6.48 <br />0.4 <br />0.42 <br />0.0628 <br />0.032 <br />6.43 <br />17.32 <br />1.58 <br />1.7591 <br />0.8 <br />3.38 <br />7.48 <br />7.25 <br />0.45 <br />0.47 <br />0.0628 <br />0.031 <br />7.09 <br />23.95 <br />1.77 <br />1.8300 <br />0.9 <br />4.15 <br />8.48 <br />8.22 <br />0.49 <br />0.5 <br />0.0628 <br />0.031 <br />7.6 <br />31.51 <br />1.92 <br />1.8850 <br />1 <br />5.03 <br />9.62 <br />9.33 <br />0.52 <br />0.54 <br />0.0628 <br />0.03 <br />8.05 <br />40.45 <br />2.05 <br />1.9327 <br />1.1 <br />6.01 <br />10.76 <br />10.44 <br />0.56 <br />0.58 <br />0.0628 <br />0.03 <br />8.52 <br />51.27 <br />2.19 <br />1.9792 <br />1.2 <br />7.11 <br />11.84 <br />11.49 <br />0.6 <br />0.62 <br />0.0628 <br />0.029 <br />9.04 <br />64.33 <br />2.35 <br />2.0255 <br />1.3 <br />8.3 <br />12.7 <br />12.32 <br />0.65 <br />0.67 <br />0.0628 <br />0.029 <br />9.67 <br />80.28 <br />2.56 <br />2.0751 <br />(n) MDS Profile P6 <br />xxxxxxxxxxxxxxxxxxxxxxxxxxx+ xxxw�nxsPROxxxxxxxxxxxxxxxxxxxxxx +xxxxxxxxxx <br />\ \tsclient \D \Projects \4148_JD_6 \SWMP_DDP \Channel \JD6MDS_l.out <br />Input File: \\ tsclient \D \Projects \4148_JD_6 \SWMP_DDP \Channel \JD6MDS_6.sec <br />Run Date: 06/12/13 <br />Analysis Procedure: Hydraulics & Regression <br />Cross Section Number: 6 <br />Resistance Method: Thorne and Zevenbergen <br />D84: 25.000 mm <br />Q = aR ^b a= 301.289612 b= 3.235781 r ^2= 0.988489 n =14 <br />Q = aZ ^b a= 10.947312 b =3.700 r ^2= 0.988702 n =14 <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 />0.02 <br />0.47 <br />0.43 <br />0.05 <br />0.05 <br />0.0631 <br />0.064 <br />0.74 <br />0.02 <br />0.18 <br />0.5829 <br />0.2 <br />0.09 <br />0.94 <br />0.85 <br />0.09 <br />0.1 <br />0.0631 <br />0.048 <br />1.57 <br />0.13 <br />0.36 <br />0.8759 <br />0.3 <br />0.19 <br />1.41 <br />1.28 <br />0.14 <br />0.15 <br />0.0631 <br />0.04 <br />2.44 <br />0.47 <br />0.53 <br />1.1123 <br />0.4 <br />0.34 <br />1.89 <br />1.71 <br />0.18 <br />0.2 <br />0.0631 <br />0.037 <br />3.25 <br />1.11 <br />0.71 <br />1.2801 <br />0.5 <br />0.53 <br />2.36 <br />2.13 <br />0.23 <br />0.25 <br />0.0631 <br />0.035 <br />4 <br />2.13 <br />0.89 <br />1.4102 <br />0.6 <br />0.77 <br />2.83 <br />2.56 <br />0.27 <br />0.3 <br />0.0631 <br />0.033 <br />4.71 <br />3.62 <br />1.07 <br />1.5165 <br />0.7 <br />1.05 <br />3.3 <br />2.99 <br />0.32 <br />0.35 <br />0.0631 <br />0.032 <br />5.39 <br />5.64 <br />1.25 <br />1.6064 <br />0.8 <br />1.37 <br />3.77 <br />3.41 <br />0.36 <br />0.4 <br />0.0631 <br />0.031 <br />6.04 <br />8.26 <br />1.43 <br />1.6843 <br />0.9 <br />1.73 <br />4.23 <br />3.83 <br />0.41 <br />0.45 <br />0.0631 <br />0.031 <br />6.68 <br />11.55 <br />1.61 <br />1.7533 <br />1 <br />2.16 <br />5.43 <br />5 <br />0.4 <br />0.43 <br />0.0631 <br />0.031 <br />6.62 <br />14.3 <br />1.56 <br />1.7760 <br />1.1 <br />2.73 <br />6.95 <br />6.49 <br />0.39 <br />0.42 <br />0.0631 <br />0.03 <br />6.64 <br />18.14 <br />1.55 <br />1.8023 <br />1.2 <br />3.45 <br />8.29 <br />7.8 <br />0.42 <br />0.44 <br />0.0631 <br />0.03 <br />6.98 <br />24.06 <br />1.64 <br />1.8485 <br />1.3 <br />4.29 <br />9.56 <br />9.04 <br />0.45 <br />0.47 <br />0.0631 <br />0.03 <br />7.43 <br />31.87 <br />1.77 <br />1.8994 <br />1.4 <br />5.25 <br />10.76 <br />10.2 <br />0.49 <br />0.51 <br />0.0631 <br />0.029 <br />7.95 <br />41.75 <br />1.92 <br />1.9512 <br />4148B.131029 Whetstone Associates <br />