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2013-10-31_REVISION - M1977284 (3)
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2013-10-31_REVISION - M1977284 (3)
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Last modified
6/15/2021 2:28:46 PM
Creation date
11/7/2013 8:47:52 AM
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Template:
DRMS Permit Index
Permit No
M1977284
IBM Index Class Name
REVISION
Doc Date
10/31/2013
Doc Name
Drainage Design Plan Mineral Joe Mine
From
Cotter
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DRMS
Type & Sequence
AM1
Email Name
TC1
SJM
Media Type
D
Archive
No
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Mineral Joe Mine - Drainage Design Plan 71 <br />(k) MDS Profile P3 <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_3.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= 280.458771 b= 2.961271 r ^2= 0.999115 n =18 <br />Q = aZ ^b a= 19.658108 b =3.613 r ^2= 0.991371 n =18 <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 0.03 0.67 0.64 0.05 0.05 0.0936 0.062 0.97 0.03 0.28 0.7609 <br />0.2 0.13 1.34 1.27 0.09 0.1 0.0936 0.047 2 0.25 0.55 1.1158 <br />0.3 0.29 2.01 1.91 0.14 0.15 0.0936 0.04 3.1 0.89 0.83 1.4107 <br />0.4 0.51 2.68 2.54 0.19 0.2 0.0936 0.037 4.11 2.09 1.11 1.6199 <br />0.5 0.79 3.35 3.18 0.24 0.25 0.0936 0.035 5.06 4.02 1.39 1.7821 <br />0.6 1.14 4.02 3.81 0.28 0.3 0.0936 0.033 5.95 6.81 1.66 1.9147 <br />0.7 1.56 4.78 4.55 0.33 0.34 0.0936 0.032 6.71 10.47 1.91 2.0191 <br />0.8 2.05 5.61 5.35 0.37 0.38 0.0936 0.031 7.42 15.25 2.14 2.1092 <br />0.9 2.63 6.44 6.15 0.41 0.43 0.0936 0.031 8.14 21.39 2.38 2.1920 <br />1 3.28 7.27 6.95 0.45 0.47 0.0936 0.03 8.85 29.06 2.64 2.2679 <br />1.1 4.02 8.11 7.75 0.5 0.52 0.0936 0.03 9.55 38.4 2.9 2.3377 <br />1.2 4.83 8.91 8.52 0.54 0.57 0.0936 0.03 10.27 49.63 3.17 2.4026 <br />1.3 5.72 9.55 9.11 0.6 0.63 0.0936 0.029 11.09 63.41 3.5 2.4679 <br />1.4 6.65 10.15 9.67 0.66 0.69 0.0936 0.029 11.9 79.19 3.83 2.5277 <br />1.5 7.65 10.76 10.23 0.71 0.75 0.0936 0.029 12.67 96.92 4.15 2.5819 <br />1.6 8.7 11.37 10.79 0.77 0.81 0.0936 0.028 13.41 116.68 4.47 2.6315 <br />1.7 9.81 12.01 11.38 0.82 0.86 0.0936 0.028 14.1 138.27 4.77 2.6762 <br />1.8 10.98 12.65 11.98 0.87 0.92 0.0936 0.028 14.76 162.03 5.07 2.7178 <br />(1) MDS Profile P4 <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_4.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 a= 184.771072 b= 2.378758 r ^2= 0.999555 n =15 <br />Q = aZ ^b a= 95.031837 b =3.084 r ^2= 0.985971 n =15 <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 />0.05 <br />0.11 <br />3.9 <br />3.9 <br />0.03 <br />0.03 <br />0.04 <br />0.074 <br />0.38 <br />0.04 <br />0.07 <br />0.3926 <br />0.1 <br />0.34 <br />5.03 <br />5.03 <br />0.07 <br />0.07 <br />0.04 <br />0.06 <br />0.83 <br />0.28 <br />0.17 <br />0.5591 <br />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 />0.25 <br />1.26 <br />7.1 <br />7.06 <br />0.18 <br />0.18 <br />0.04 <br />0.04 <br />2.38 <br />3 <br />0.44 <br />0.9903 <br />0.3 <br />1.63 <br />7.88 <br />7.83 <br />0.21 <br />0.21 <br />0.04 <br />0.038 <br />2.77 <br />4.53 <br />0.52 <br />1.0692 <br />0.35 <br />2.05 <br />8.66 <br />8.6 <br />0.24 <br />0.24 <br />0.04 <br />0.036 <br />3.14 <br />6.43 <br />0.59 <br />1.1357 <br />0.4 <br />2.48 <br />9.05 <br />8.97 <br />0.27 <br />0.28 <br />0.04 <br />0.035 <br />3.6 <br />8.94 <br />0.69 <br />1.2054 <br />0.45 <br />2.94 <br />9.44 <br />9.35 <br />0.31 <br />0.31 <br />0.04 <br />0.034 <br />4.03 <br />11.85 <br />0.78 <br />1.2648 <br />0.5 <br />3.42 <br />9.83 <br />9.72 <br />0.35 <br />0.35 <br />0.04 <br />0.033 <br />4.43 <br />15.15 <br />0.87 <br />1.3166 <br />0.55 <br />3.92 <br />10.22 <br />10.1 <br />0.38 <br />0.39 <br />0.04 <br />0.033 <br />4.61 <br />18.85 <br />0.96 <br />1.3624 <br />0.6 <br />4.43 <br />10.61 <br />10.47 <br />0.42 <br />0.42 <br />0.04 <br />0.032 <br />5.18 <br />22.94 <br />1.04 <br />1.4035 <br />0.65 <br />4.96 <br />10.97 <br />10.82 <br />0.45 <br />0.46 <br />0.04 <br />0.032 <br />5.54 <br />27.49 <br />1.13 <br />1.4414 <br />0.7 <br />5.51 <br />11.33 <br />11.16 <br />0.49 <br />0.49 <br />0.04 <br />0.031 <br />5.89 <br />32.44 <br />1.21 <br />1.4762 <br />0.75 <br />6.08 <br />11.68 <br />11.5 <br />0.52 <br />0.53 <br />0.04 <br />0.031 <br />6.22 <br />37.81 <br />1.3 <br />1.5082 <br />4148B.131029 Whetstone Associates <br />
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