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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
Metadata
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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
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Mineral Joe Mine - Drainage Design Plan 67 <br />(c) UDS Profile P3 <br />\ \tsclient \D \Projects \4148_JD 6 \SWMP_DDP \Channel \JD6UDS_l.out <br />Input File: \ \tsclient \D\ Projects \4148_JD_6 \SWMP_DDP \Channel \JD6UDS_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= 104.332199 b= 2.569360 r ^2= 0.996127 n =18 <br />Q = aZ ^b a= 16.556017 b =3.324 r ^2= 0.976909 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 />0.05 <br />1.06 <br />1.04 <br />0.05 <br />0.05 <br />0.0375 <br />0.062 <br />0.62 <br />0.03 <br />0.11 <br />0.4924 <br />0.2 <br />0.21 <br />2.13 <br />2.08 <br />0.1 <br />0.1 <br />0.0375 <br />0.047 <br />1.31 <br />0.27 <br />0.23 <br />0.7278 <br />0.3 <br />0.47 <br />3.19 <br />3.12 <br />0.15 <br />0.15 <br />0.0375 <br />0.04 <br />2.02 <br />0.94 <br />0.34 <br />0.9174 <br />0.4 <br />0.83 <br />4.04 <br />3.94 <br />0.21 <br />0.21 <br />0.0375 <br />0.036 <br />2.77 <br />2.3 <br />0.48 <br />1.0647 <br />0.5 <br />1.25 <br />4.55 <br />4.41 <br />0.27 <br />0.28 <br />0.0375 <br />0.034 <br />3.58 <br />4.46 <br />0.64 <br />1.1852 <br />0.6 <br />1.7 <br />4.9 <br />4.7 <br />0.35 <br />0.36 <br />0.0375 <br />0.033 <br />4.37 <br />7.45 <br />0.81 <br />1.2803 <br />0.7 <br />2.19 <br />5.26 <br />4.99 <br />0.42 <br />0.44 <br />0.0375 <br />0.032 <br />5.09 <br />11.12 <br />0.97 <br />1.3537 <br />0.8 <br />2.7 <br />5.61 <br />5.28 <br />0.48 <br />0.51 <br />0.0375 <br />0.031 <br />5.74 <br />15.49 <br />1.13 <br />1.4132 <br />0.9 <br />3.24 <br />5.96 <br />5.57 <br />0.54 <br />0.58 <br />0.0375 <br />0.03 <br />6.34 <br />20.55 <br />1.27 <br />1.4631 <br />1 <br />3.81 <br />6.31 <br />5.86 <br />0.6 <br />0.65 <br />0.0375 <br />0.03 <br />6.9 <br />26.3 <br />1.41 <br />1.5060 <br />1.1 <br />4.41 <br />6.66 <br />6.15 <br />0.66 <br />0.72 <br />0.0375 <br />0.03 <br />7.42 <br />32.77 <br />1.55 <br />1.5436 <br />1.2 <br />5.04 <br />7.01 <br />6.43 <br />0.72 <br />0.78 <br />0.0375 <br />0.029 <br />7.92 <br />39.95 <br />1.68 <br />1.5772 <br />1.3 <br />5.7 <br />7.39 <br />6.75 <br />0.77 <br />0.84 <br />0.0375 <br />0.029 <br />8.38 <br />47.77 <br />1.8 <br />1.6069 <br />1.4 <br />6.4 <br />7.99 <br />7.31 <br />0.8 <br />0.88 <br />0.0375 <br />0.029 <br />8.66 <br />55.46 <br />1.88 <br />1.6302 <br />1.5 <br />7.16 <br />8.59 <br />7.86 <br />0.83 <br />0.91 <br />0.0375 <br />0.029 <br />8.95 <br />64.13 <br />1.95 <br />1.6530 <br />1.6 <br />7.98 <br />9.19 <br />8.41 <br />0.87 <br />0.95 <br />0.0375 <br />0.028 <br />9.26 <br />73.82 <br />2.03 <br />1.6753 <br />1.7 <br />8.84 <br />9.79 <br />8.97 <br />0.9 <br />0.99 <br />0.0375 <br />0.028 <br />9.56 <br />84.58 <br />2.11 <br />1.6970 <br />1.8 <br />9.77 <br />10.38 <br />9.52 <br />0.94 <br />1.03 <br />0.0375 <br />0.028 <br />9.87 <br />96.47 <br />2.2 <br />1.7181 <br />(d) UDS Profile P4 <br />\ \tsclient \D \Projects \4148_JD 6 \SWMP_DDP \Channel \JD6UD5_l.out <br />Input File: \ \tsclient \D \Projects \4148 JD_6 \SWMP_DDP \Channel \JD6UDS_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= 123.810303 b= 2.590205 r ^2= 0.994255 n =55 <br />Q = aZ ^b a= 21.407562 b =2.395 r ^2= 0.992561 n =55 <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 />0.14 <br />2.06 <br />2.03 <br />0.07 <br />0.07 <br />0.0666 <br />0.049 <br />1.32 <br />0.19 <br />0.29 <br />0.8797 <br />0.2 <br />0.36 <br />2.5 <br />2.41 <br />0.15 <br />0.15 <br />0.0666 <br />0.043 <br />2.49 <br />0.91 <br />0.6 <br />1.1289 <br />0.3 <br />0.62 <br />2.94 <br />2.8 <br />0.21 <br />0.22 <br />0.0666 <br />0.038 <br />3.64 <br />2.28 <br />0.88 <br />1.3581 <br />0.4 <br />0.92 <br />3.38 <br />3.18 <br />0.27 <br />0.29 <br />0.0666 <br />0.035 <br />4.62 <br />4.27 <br />1.13 <br />1.5116 <br />0.5 <br />1.26 <br />3.82 <br />3.56 <br />0.33 <br />0.35 <br />0.0666 <br />0.033 <br />5.49 <br />6.92 <br />1.37 <br />1.6270 <br />0.6 <br />1.64 <br />4.26 <br />3.95 <br />0.38 <br />0.41 <br />0.0666 <br />0.032 <br />6.28 <br />10.28 <br />1.6 <br />1.7196 <br />0.7 <br />2.05 <br />4.7 <br />4.33 <br />0.44 <br />0.47 <br />0.0666 <br />0.032 <br />7.02 <br />14.38 <br />1.81 <br />1.7972 <br />0.8 <br />2.5 <br />5.14 <br />4.72 <br />0.49 <br />0.53 <br />0.0666 <br />0.031 <br />7.7 <br />19.28 <br />2.02 <br />1.8640 <br />0.9 <br />2.99 <br />5.58 <br />5.1 <br />0.54 <br />0.59 <br />0.0666 <br />0.03 <br />8.36 <br />25.02 <br />2.23 <br />1.9229 <br />1 <br />3.52 <br />5.89 <br />5.32 <br />0.6 <br />0.66 <br />0.0666 <br />0.03 <br />9.11 <br />32.04 <br />2.48 <br />1.9744 <br />1.1 <br />4.06 <br />6.15 <br />5.46 <br />0.66 <br />0.74 <br />0.0666 <br />0.03 <br />9.86 <br />40.00 <br />2.74 <br />2.0173 <br />1.2 <br />4.61 <br />6.41 <br />5.61 <br />0.72 <br />0.82 <br />0.0666 <br />0.029 <br />10.56 <br />48.70 <br />2.99 <br />2.0538 <br />1.3 <br />5.18 <br />6.66 <br />5.76 <br />0.78 <br />0.9 <br />0.0666 <br />0.029 <br />11.22 <br />58.12 <br />3.23 <br />2.0853 <br />1.4 <br />5.76 <br />6.92 <br />5.9 <br />0.83 <br />0.98 <br />0.0666 <br />0.029 <br />11.85 <br />68.25 <br />3.46 <br />2.1129 <br />1.5 <br />6.36 <br />7.18 <br />6.05 <br />0.89 <br />1.05 <br />0.0666 <br />0.029 <br />12.44 <br />79.08 <br />3.68 <br />2.1373 <br />1.6 <br />6.97 <br />7.44 <br />6.19 <br />0.94 <br />1.13 <br />0.0666 <br />0.028 <br />13 <br />90.61 <br />3.9 <br />2.1592 <br />1.7 <br />7.6 <br />7.69 <br />6.34 <br />0.99 <br />1.2 <br />0.0666 <br />0.028 <br />13.54 <br />102.83 <br />4.1 <br />2.1789 <br />4148B.131029 Whetstone Associates • <br />
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