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2013-10-30_REVISION - M1977310 (3)
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2013-10-30_REVISION - M1977310 (3)
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Entry Properties
Last modified
6/15/2021 2:28:45 PM
Creation date
11/5/2013 5:47:39 PM
Metadata
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Template:
DRMS Permit Index
Permit No
M1977310
IBM Index Class Name
REVISION
Doc Date
10/30/2013
Doc Name
DRAINAGE DESIGN PLAN FOR THE JD6 MINE
From
COTTER
To
DRMS
Type & Sequence
AM1
Email Name
TC1
SJM
Media Type
D
Archive
No
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JD -6 Mine - Drainage Design Plan 71 <br />(k)JD -6 Mine 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 <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 />0.03 <br />0.67 <br />0.64 <br />0.05 <br />0.05 <br />0.0936 <br />0.062 <br />0.97 <br />0.03 <br />0.28 <br />0.7609 <br />0.2 <br />0.13 <br />1.34 <br />1.27 <br />0.09 <br />0.1 <br />0.0936 <br />0.047 <br />2 <br />0.25 <br />0.55 <br />1.1158 <br />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 />0.5 <br />0.79 <br />3.35 <br />3.18 <br />0.24 <br />0.25 <br />0.0936 <br />0.035 <br />5.06 <br />4.02 <br />1.39 <br />1.7821 <br />0.6 <br />1.14 <br />4.02 <br />3.81 <br />0.28 <br />0.3 <br />0.0936 <br />0.033 <br />5.95 <br />6.81 <br />1.66 <br />1.9147 <br />0.7 <br />1.56 <br />4.78 <br />4.55 <br />0.33 <br />0.34 <br />0.0936 <br />0.032 <br />6.71 <br />10.47 <br />1.91 <br />2.0191 <br />0.8 <br />2.05 <br />5.61 <br />5.35 <br />0.37 <br />0.38 <br />0.0936 <br />0.031 <br />7.42 <br />15.25 <br />2.14 <br />2.1092 <br />0.9 <br />2.63 <br />6.44 <br />6.15 <br />0.41 <br />0.43 <br />0.0936 <br />0.031 <br />8.14 <br />21.39 <br />2.38 <br />2.1920 <br />1 <br />3.28 <br />7.27 <br />6.95 <br />0.45 <br />0.47 <br />0.0936 <br />0.03 <br />8.85 <br />29.06 <br />2.64 <br />2.2679 <br />1.1 <br />4.02 <br />8.11 <br />7.75 <br />0.5 <br />0.52 <br />0.0936 <br />0.03 <br />9.55 <br />38.4 <br />2.9 <br />2.3377 <br />1.2 <br />4.83 <br />8.91 <br />8.52 <br />0.54 <br />0.57 <br />0.0936 <br />0.03 <br />10.27 <br />49.63 <br />3.17 <br />2.4026 <br />1.3 <br />5.72 <br />9.55 <br />9.11 <br />0.6 <br />0.63 <br />0.0936 <br />0.029 <br />11.09 <br />63.41 <br />3.5 <br />2.4679 <br />1.4 <br />6.65 <br />10.15 <br />9.67 <br />0.66 <br />0.69 <br />0.0936 <br />0.029 <br />11.9 <br />79.19 <br />3.83 <br />2.5277 <br />1.5 <br />7.65 <br />10.76 <br />10.23 <br />0.71 <br />0.75 <br />0.0936 <br />0.029 <br />12.67 <br />96.92 <br />4.15 <br />2.5819 <br />1.6 <br />8.7 <br />11.37 <br />10.79 <br />0.77 <br />0.81 <br />0.0936 <br />0.028 <br />13.41 <br />116.68 <br />4.47 <br />2.6315 <br />1.7 <br />9.81 <br />12.01 <br />11.38 <br />0.82 <br />0.86 <br />0.0936 <br />0.028 <br />14.1 <br />138.27 <br />4.77 <br />2.6762 <br />1.8 <br />10.98 <br />12.65 <br />11.98 <br />0.87 <br />0.92 <br />0.0936 <br />0.028 <br />14.76 <br />162.03 <br />5.07 <br />2.7178 <br />(I)JD -6 Mine MDS Profile P4 <br />++ xxxxx +xx +xxxxxxxxxxxx ++xxxx.xWinXS PROx+ x +x + +xxxxxxxx +x + +xxxxxxxxx + + +x+ <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 />4.81 <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 />4148A.131028 Whetstone Associates <br />
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