2013-10-31_REVISION - M1977284 ‎(3)‎

• 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
• Email Name: SJM
• Media Type: D
• Archive: No

Mineral Joe Mine - Drainage Design Plan 66
Attachment 5. Channel Stability Analysis - WinXSPro Output Files for Current Condition
(a) UDS Profile P1 (25 mm)
\ \tsclient \D \Projects \4148_JD 6 \SWMP_DDP \Channel \JD6UDS_l.out
Input File: \ \tsclient \D\ Projects \4148_JD_6 \SWMP_DDP \Channel \JD6UDS_l.sec
Run Date: 06/12/13
Analysis Procedure: Hydraulics & Regression
Cross Section Number: 1
Resistance Method: Thorne and Zevenbergen
D84: 25.000 mm
Q = aR ^b a= 254.468216 b= 2.285966 r ^2= 0.998956 n =31
Q = aZ ^b a= 70.156174 b =2.687 r ^2= 0.983660 n =31
STAGE
AREA
PERIM
WIDTH
R
DHYD
SLOPE
n
VAVG
Q
SHEAR
FROUDE
(ft)
(sq ft)
(ft)
(ft)
(ft)
(ft)
(ft /ft)
(ft /s)
(cfs)
(psf)
0.1
0.28
4.83
4.8
0.06
0.06
0.1008
0.064
1.11
0.32
0.37
0.806656
0.2
0.9
6.85
6.79
0.13
0.13
0.1008
0.044
2.81
2.53
0.83
1.355978
0.3
1.61
7.53
7.43
0.21
0.22
0.1008
0.038
4.52
7.29
1.35
1.708053
0.4
2.39
8.22
8.08
0.29
0.3
0.1008
0.035
5.97
14.28
1.83
1.936146
0.5
3.26
9.77
9.61
0.33
0.34
0.1008
0.033
6.82
22.27
2.1
2.062774
0.6
4.28
10.8
10.61
0.4
0.4
0.1008
0.032
7.9
33.8
2.49
2.194822
0.7
5.38
11.54
11.32
0.47
0.47
0.1008
0.031
9.06
48.69
2.93
2.315681
0.8
6.54
12.16
11.9
0.54
0.55
0.1008
0.031
10.18
66.57
3.38
2.421002
0.9
7.76
12.77
12.48
0.61
0.62
0.1008
0.03
11.23
87.13
3.82
2.511022
1
9.03
13.39
13.06
0.67
0.69
0.1008
0.03
12.22
110.4
4.24
2.58958
1.1
10.37
13.99
13.62
0.74
0.76
0.1008
0.029
13.17
136.52
4.66
2.659548
(b) UDS Profile P2 (25 mm)
+++«++ x+++++++++«+«+«+«+ x«« x« x« W1nXSPROx+ + + + + + + + + + + + + + + + + « + « «xxxx « + + + + ++
\\ tsclient \D \Pro3ects \4148_JD_6 \SWMP_DDP \Channel \JD6UDS_l.out
Input File: \ \tsclient \D \Projects \4148_JD_6 \SWMP_DDP \Channel \JD6UDS_2.sec
Run Date: 06/12/13
Analysis Procedure: Hydraulics & Regression
Cross Section Number: 2
Resistance Method: Thorne and Zevenbergen
D84: 25.000 mm
Q = aR ^b a= 213.332245 b= 2.823368 r ^2= 0.985678 n =20
Q = aZ ^b a= 30.394487 b =2.798 r ^2= 0.996547 n =20
STAGE AREA PERIM WIDTH R DHYD SLOPE n VAVG Q SHEAR FROUDE
(ft) (sq ft) (ft) (ft) (ft) (ft) (ft /ft) (ft /s) (cfs) (psf)
0.1 0.24 2.78 2.74 0.09 0.09 0.0434 0.057 1.06 0.25 0.23 0.6311
0.2 0.54 3.27 3.19 0.16 0.17 0.0434 0.042 2.23 1.19 0.44 0.9574
0.3 0.88 3.77 3.65 0.23 0.24 0.0434 0.037 3.17 2.78 0.63 1.1378
0.4 1.27 4.27 4.1 0.3 0.31 0.0434 0.035 3.98 5.03 0.8 1.2619
0.5 1.7 4.77 4.56 0.36 0.37 0.0434 0.033 4.7 7.98 0.96 1.3563
0.6 2.18 5.27 5.02 0.41 0.43 0.0434 0.032 5.36 11.66 1.12 1.4326
0.7 2.96 9.47 9.17 0.31 0.32 0.0434 0.032 4.42 13.09 0.85 1.3729
0.8 3.9 10.08 9.74 0.39 0.4 0.0434 0.031 5.27 20.56 1.05 1.4660
0.9 4.91 10.68 10.3 0.46 0.48 0.0434 0.031 6.04 29.61 1.24 1.5412
1 5.96 11.29 10.87 0.53 0.55 0.0434 0.03 6.74 40.22 1.43 1.6043
1.1 7.08 11.9 11.43 0.6 0.62 0.0434 0.03 7.41 52.43 1.61 1.6586
1.2 8.25 12.5 12 0.66 0.69 0.0434 0.029 8.03 66.25 1.79 1.7063
1.3 9.48 13.11 12.57 0.72 0.75 0.0434 0.029 8.62 81.71 1.96 1.7489
1.4 10.76 13.72 13.13 0.78 0.82 0.0434 0.029 9.18 98.84 2.13 1.7873
1.5 12.11 14.62 14 0.83 0.87 0.0434 0.029 9.59 116.14 2.24 1.8166
4148B.131029 Whetstone Associates