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2013-10-31_REVISION - M1977284 (3)
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2013-10-31_REVISION - M1977284 (3)
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Entry Properties
Last modified
6/15/2021 2:28:46 PM
Creation date
11/7/2013 8:47:52 AM
Metadata
Fields
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
To
DRMS
Type & Sequence
AM1
Email Name
TC1
SJM
Media Type
D
Archive
No
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Mineral Joe Mine - Drainage Design Plan 73 <br />(o) MDS Profile P7 <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_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= 367.361450 b= 2.903494 r ^2= 0.991057 n =12 <br />Q = aZ ^b a= 35.145248 b =3.424 r ^2= 0.986430 n =12 <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 />0.07 <br />1.35 <br />1.33 <br />0.05 <br />0.05 <br />0.1119 <br />0.059 <br />1.19 <br />0.08 <br />0.37 <br />0.9066 <br />0.2 <br />0.25 <br />2.22 <br />2.18 <br />0.11 <br />0.11 <br />0.1119 <br />0.045 <br />2.53 <br />0.62 <br />0.77 <br />1.3255 <br />0.3 <br />0.51 <br />3.04 <br />2.97 <br />0.17 <br />0.17 <br />0.1119 <br />0.039 <br />3.86 <br />1.95 <br />1.16 <br />1.6497 <br />0.4 <br />0.83 <br />3.69 <br />3.58 <br />0.23 <br />0.23 <br />0.1119 <br />0.036 <br />5.17 <br />4.31 <br />1.58 <br />1.8886 <br />0.5 <br />1.22 <br />4.32 <br />4.19 <br />0.28 <br />0.29 <br />0.1119 <br />0.034 <br />6.33 <br />7.74 <br />1.97 <br />2.0644 <br />0.6 <br />1.67 <br />4.96 <br />4.79 <br />0.34 <br />0.35 <br />0.1119 <br />0.033 <br />7.39 <br />12.35 <br />2.35 <br />2.2041 <br />0.7 <br />2.18 <br />5.72 <br />5.52 <br />0.38 <br />0.4 <br />0.1119 <br />0.032 <br />8.25 <br />18.00 <br />2.66 <br />2.3107 <br />0.8 <br />2.78 <br />6.73 <br />6.51 <br />0.41 <br />0.43 <br />0.1119 <br />0.031 <br />8.88 <br />24.72 <br />2.89 <br />2.3915 <br />0.9 <br />3.49 <br />8.07 <br />7.83 <br />0.43 <br />0.45 <br />0.1119 <br />0.031 <br />9.29 <br />32.44 <br />3.02 <br />2.4500 <br />1.0 <br />4.37 <br />9.94 <br />9.68 <br />0.44 <br />0.45 <br />0.1119 <br />0.03 <br />9.49 <br />41.41 <br />3.07 <br />2.4900 <br />1.1 <br />5.42 <br />11.46 <br />11.19 <br />0.47 <br />0.48 <br />0.1119 <br />0.03 <br />10.09 <br />54.67 <br />3.3 <br />2.5573 <br />1.2 <br />6.6 <br />12.79 <br />12.51 <br />0.52 <br />0.53 <br />0.1119 <br />0.03 <br />10.84 <br />71.54 <br />3.6 <br />2.6296 <br />(p) LDS -E Profile P1 <br />\ \tsclient \D \Projects \4148_JD_6 \SWMP_DDP \Channel \JD6LD5_E_l.out <br />Input File: \ \tsclient \D \Projects \4148_JD_6 \SWMP_DDP \Channel \JD6LDS_El.sec <br />Run Date: 06/12/13 <br />Analysis Procedure: Hydraulics & Regression <br />Cross Section Number: 1 <br />Resistance Method: Thorne and Zevenbergen <br />D84: 25.000 mm <br />Q = aR ^b a= 170.822617 b= 2.512941 r ^2= 0.995368 n =13 <br />Q = aZ ^b a= 38.229424 b =2.986 r ^2= 0.982018 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 />0.22 <br />3.57 <br />3.56 <br />0.06 <br />0.06 <br />0.0441 <br />0.06 <br />0.8 <br />0.17 <br />0.17 <br />0.5719 <br />0.2 <br />0.62 <br />4.46 <br />4.42 <br />0.14 <br />0.14 <br />0.0441 <br />0.043 <br />1.96 <br />1.22 <br />0.38 <br />0.9181 <br />0.3 <br />1.1 <br />5.15 <br />5.06 <br />0.21 <br />0.22 <br />0.0441 <br />0.038 <br />2.98 <br />3.27 <br />0.59 <br />1.1282 <br />0.4 <br />1.64 <br />5.84 <br />5.74 <br />0.28 <br />0.29 <br />0.0441 <br />0.035 <br />3.84 <br />6.3 <br />0.77 <br />1.2678 <br />0.5 <br />2.25 <br />6.53 <br />6.4 <br />0.34 <br />0.35 <br />0.0441 <br />0.033 <br />4.61 <br />10.36 <br />0.95 <br />1.3723 <br />0.6 <br />2.92 <br />7.22 <br />7.07 <br />0.4 <br />0.41 <br />0.0441 <br />0.032 <br />5.31 <br />15.51 <br />1.11 <br />1.4559 <br />0.7 <br />3.65 <br />7.8 <br />7.61 <br />0.47 <br />0.48 <br />0.0441 <br />0.031 <br />6.01 <br />21.97 <br />1.29 <br />1.5290 <br />0.8 <br />4.44 <br />8.38 <br />8.15 <br />0.53 <br />0.54 <br />0.0441 <br />0.031 <br />6.66 <br />29.6 <br />1.46 <br />1.5907 <br />0.9 <br />5.33 <br />10.45 <br />10.18 <br />0.51 <br />0.52 <br />0.0441 <br />0.03 <br />6.56 <br />34.96 <br />1.4 <br />1.5983 <br />1.0 <br />6.39 <br />11.26 <br />10.96 <br />0.57 <br />0.58 <br />0.0441 <br />0.03 <br />7.15 <br />45.66 <br />1.56 <br />1.6510 <br />1.1 <br />7.52 <br />12.07 <br />11.74 <br />0.62 <br />0.64 <br />0.0441 <br />0.03 <br />7.71 <br />58.00 <br />1.71 <br />1.6979 <br />1.2 <br />8.73 <br />12.88 <br />12.52 <br />0.68 <br />0.7 <br />0.0441 <br />0.029 <br />8.25 <br />72.04 <br />1.87 <br />1.7403 <br />1.3 <br />10.03 <br />13.85 <br />13.46 <br />0.72 <br />0.74 <br />0.0441 <br />0.029 <br />8.69 <br />87.18 <br />1.99 <br />1.7753 <br />4148B.131029 WhetstoneAssociases <br />
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