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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 69 <br />(g) JD -6 Mine UDS Profile P7 <br />+ x++++.....+++ x++.+... xx+++...• WiRXSPRO.. x.x + ++ + + +.x.x + + + + + + +..xx + +x + + +x <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_7.sec <br />Run Date: 06/12/13 <br />Analysis Procedure: Hydraulics & Regression <br />Cross Section Number: 7 <br />Resistance Method: Thorne and Zevenbergen <br />D84: 25.000 mm <br />Q = aR'b a= 134.314148 b= 2.700379 r "2= 0.995863 n =56 <br />Q = aZ "b a= 13.719314 b =2.631 r "2= 0.981964 n =56 <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 />0.04 <br />0.83 <br />0.8 <br />0.05 <br />0.05 <br />0.1003 <br />0.062 <br />1.01 <br />0.04 <br />0.3 <br />0.7971 <br />0.2 <br />0.16 <br />1.61 <br />1.55 <br />0.1 <br />0.10 <br />0.1003 <br />0.047 <br />2.15 <br />0.34 <br />0.62 <br />1.1825 <br />0.3 <br />0.33 <br />2.01 <br />1.89 <br />0.16 <br />0.18 <br />0.1003 <br />0.039 <br />3.63 <br />1.2 <br />1.03 <br />1.5278 <br />0.4 <br />0.53 <br />2.33 <br />2.14 <br />0.23 <br />0.25 <br />0.1003 <br />0.036 <br />4.94 <br />2.63 <br />1.43 <br />1.7428 <br />0.5 <br />0.76 <br />2.64 <br />2.38 <br />0.29 <br />0.32 <br />0.1003 <br />0.034 <br />6.07 <br />4.61 <br />1.80 <br />1.8918 <br />0.6 <br />1.01 <br />2.95 <br />2.61 <br />0.34 <br />0.39 <br />0.1003 <br />0.033 <br />7.07 <br />7.14 <br />2.14 <br />2.0046 <br />0.7 <br />1.28 <br />3.26 <br />2.84 <br />0.39 <br />0.45 <br />0.1003 <br />0.032 <br />7.98 <br />10.23 <br />2.46 <br />2.0954 <br />0.8 <br />1.58 <br />3.56 <br />3.07 <br />0.44 <br />0.51 <br />0.1003 <br />0.031 <br />8.83 <br />13.92 <br />2.77 <br />2.1716 <br />0.9 <br />1.90 <br />3.87 <br />3.31 <br />0.49 <br />0.57 <br />0.1003 <br />0.031 <br />9.61 <br />18.23 <br />3.07 <br />2.2373 <br />1.0 <br />2.24 <br />4.18 <br />3.54 <br />0.54 <br />0.63 <br />0.1003 <br />0.03 <br />10.36 <br />23.19 <br />3.35 <br />2.2954 <br />1.1 <br />2.60 <br />4.48 <br />3.77 <br />0.58 <br />0.69 <br />0.1003 <br />0.03 <br />11.07 <br />28.82 <br />3.63 <br />2.3474 <br />1.2 <br />2.99 <br />4.79 <br />4.01 <br />0.62 <br />0.75 <br />0.1003 <br />0.029 <br />11.75 <br />35.16 <br />3.91 <br />2.3947 <br />1.3 <br />3.41 <br />5.1 <br />4.24 <br />0.67 <br />0.80 <br />0.1003 <br />0.029 <br />12.40 <br />42.23 <br />4.18 <br />2.4380 <br />1.4 <br />3.84 <br />5.41 <br />4.47 <br />0.71 <br />0.86 <br />0.1003 <br />0.029 <br />13.03 <br />50.06 <br />4.45 <br />2.4781 <br />1.5 <br />4.30 <br />5.71 <br />4.71 <br />0.75 <br />0.91 <br />0.1003 <br />0.029 <br />13.65 <br />58.68 <br />4.71 <br />2.5155 <br />1.6 <br />4.78 <br />6.02 <br />4.94 <br />0.79 <br />0.97 <br />0.1003 <br />0.028 <br />14.24 <br />68.11 <br />4.97 <br />2.5505 <br />1.7 <br />5.29 <br />6.33 <br />5.17 <br />0.84 <br />1.02 <br />0.1003 <br />0.028 <br />14.82 <br />78.39 <br />5.23 <br />2.5835 <br />1.8 <br />5.82 <br />6.62 <br />5.37 <br />0.88 <br />1.08 <br />0.1003 <br />0.028 <br />15.42 <br />89.67 <br />5.5 <br />2.6116 <br />1.9 <br />6.36 <br />6.87 <br />5.5 <br />0.93 <br />1.16 <br />0.1003 <br />0.028 <br />16.05 <br />102.05 <br />5.79 <br />2.6305 <br />(h) JD -6 Mine UDS Profile P8 <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_8.sec <br />Run Date: 06/12/13 <br />Analysis Procedure: Hydraulics & Regression <br />Cross Section Number: 8 <br />Resistance Method: Thorne and Zevenbergen <br />D84: 25.000 mm <br />Q = aR "b a= 171.874619 b= 2.788221 r "2= 0.988149 n =46 <br />Q = aZ"b a= 18.722878 b =2.462 r'2= 0.997799 n =46 <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 />(f t) <br />(f t) <br />(ft /ft) <br />(ft /s) <br />(cfs) <br />(psf) <br />0.1 <br />0.09 <br />1.26 <br />1.19 <br />0.07 <br />0.08 <br />0.1458 <br />0.04 <br />2.52 <br />0.24 <br />0.67 <br />1.5916 <br />0.2 <br />0.22 <br />1.57 <br />1.43 <br />0.14 <br />0.16 <br />0.1458 <br />0.043 <br />3.63 <br />0.81 <br />1.30 <br />1.6137 <br />0.3 <br />0.38 <br />1.88 <br />1.67 <br />0.20 <br />0.23 <br />0.1458 <br />0.038 <br />5.17 <br />1.96 <br />1.83 <br />1.9103 <br />0.4 <br />0.56 <br />2.19 <br />1.91 <br />0.25 <br />0.29 <br />0.1458 <br />0.035 <br />6.47 <br />3.62 <br />2.31 <br />2.1080 <br />0.5 <br />0.76 <br />2.51 <br />2.14 <br />0.30 <br />0.36 <br />0.1458 <br />0.034 <br />7.63 <br />5.8 <br />2.76 <br />2.2565 <br />0.6 <br />0.99 <br />2.82 <br />2.38 <br />0.35 <br />0.41 <br />0.1458 <br />0.033 <br />8.68 <br />8.57 <br />3.19 <br />2.3758 <br />0.7 <br />1.24 <br />3.13 <br />2.62 <br />0.40 <br />0.47 <br />0.1458 <br />0.032 <br />9.66 <br />11.95 <br />3.60 <br />2.4759 <br />0.8 <br />1.51 <br />3.41 <br />2.82 <br />0.44 <br />0.54 <br />0.1458 <br />0.031 <br />10.63 <br />16.05 <br />4.02 <br />2.5601 <br />0.9 <br />1.80 <br />3.68 <br />2.99 <br />0.49 <br />0.60 <br />0.1458 <br />0.031 <br />11.57 <br />20.83 <br />4.45 <br />2.6307 <br />1.0 <br />2.11 <br />3.95 <br />3.17 <br />0.53 <br />0.66 <br />0.1458 <br />0.030 <br />12.46 <br />26.26 <br />4.86 <br />2.6921 <br />1.1 <br />2.43 <br />4.22 <br />3.35 <br />0.58 <br />0.73 <br />0.1458 <br />0.030 <br />13.29 <br />32.35 <br />5.25 <br />2.7464 <br />1.2 <br />2.78 <br />4.48 <br />3.52 <br />0.62 <br />0.79 <br />0.1458 <br />0.029 <br />14.08 <br />39.12 <br />5.64 <br />2.7953 <br />1.3 <br />3.14 <br />4.75 <br />3.70 <br />0.66 <br />0.85 <br />0.1458 <br />0.029 <br />14.84 <br />46.59 <br />6.01 <br />2.8398 <br />1.4 <br />3.52 <br />5.02 <br />3.88 <br />0.70 <br />0.91 <br />0.1458 <br />0.029 <br />15.57 <br />54.78 <br />6.38 <br />2.8807 <br />1.5 <br />3.91 <br />5.28 <br />4.06 <br />0.74 <br />0.97 <br />0.1458 <br />0.029 <br />16.27 <br />63.71 <br />6.74 <br />2.9186 <br />1.6 <br />4.33 <br />5.55 <br />4.23 <br />0.78 <br />1.02 <br />0.1458 <br />0.028 <br />16.95 <br />73.40 <br />7.10 <br />2.9540 <br />1.7 <br />4.76 <br />5.82 <br />4.41 <br />0.82 <br />1.08 <br />0.1458 <br />0.028 <br />17.62 <br />83.88 <br />7.45 <br />2.9872 <br />1.8 <br />5.21 <br />6.09 <br />4.59 <br />0.86 <br />1.14 <br />0.1458 <br />0.028 <br />18.26 <br />95.15 <br />7.79 <br />3.0185 <br />4148A.131028 WhetstoneAssociates <br />
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