2013-10-30_REVISION - M1977310 ‎(3)‎

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

JD -6 Mine - Drainage Design Plan 76
(t) JD -6 Mine LDS -N Profile P1
xx+ xxxxxx +xxx + +xx +x +xxx + + + +xxxxWinXS PRO+ x + + +xxxxx +x +xx +xx + + +x ++xxxx + + + +x
\ \tsclient \D\ Projects \4148_JD_6 \SWMP_DDP \Channel \JD6LDS_N_l.out
Input File: \\ tsclient \D \ProjeCtS \4148_JD_6 \SWMP_DDP \Channel \JD6LDS_Nl.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= 175.310074 b= 2.708372 r'2= 0.997780 n =15
Q = aZ "b a= 24.233589 b =3.328 r"2= 0.982293 n =15
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
0.08
1.69
1.68
0.05
0.05
0.0407
0.063
0.64
0.05
0.13
0.5053
0.2
0.33
3.03
3
0.11
0.11
0.0407
0.046
1.5
0.5
0.28
0.7974
0.3
0.65
3.56
3.49
0.18
0.19
0.0407
0.038
2.53
1.66
0.47
1.0305
0.4
1.03
4.09
3.97
0.25
0.26
0.0407
0.035
3.39
3.48
0.64
1.1747
0.5
1.45
4.61
4.46
0.31
0.32
0.0407
0.034
4.14
5.99
0.8
1.2792
0.6
1.95
5.89
5.71
0.33
0.34
0.0407
0.033
4.4
8.6
0.84
1.3268
0.7
2.58
7.07
6.87
0.37
0.38
0.0407
0.032
4.81
12.44
0.93
1.3833
0.8
3.32
7.97
7.73
0.42
0.43
0.0407
0.031
5.38
17.84
1.06
1.4462
0.9
4.13
8.67
8.39
0.48
0.49
0.0407
0.031
5.99
24.72
1.21
1.5064
1
5
9.38
9.05
0.53
0.55
0.0407
0.03
6.57
32.84
1.35
1.5585
1.1
5.94
10.09
9.72
0.59
0.61
0.0407
0.03
7.11
42.22
1.49
1.6042
1.2
6.95
10.9
10.49
0.64
0.66
0.0407
0.029
7.59
52.7
1.62
1.6430
1.3
8.03
11.71
11.25
0.69
0.71
0.0407
0.029
8.05
64.65
1.74
1.6788
1.4
9.19
12.44
11.94
0.74
0.77
0.0407
0.029
8.53
78.42
1.88
1.7135
1.5
10.42
13.23
12.7
0.79
0.82
0.0407
0.029
8.97
93.49
2
1.7449
(u) JD -6 Mine LDS -N Profile P2
+++++ xxxxx + +x +xxxx + + + + +xxxxxx +xWinXSPRO x+ xxxxx +x +xxxx + + + +xxxx + + +x + +xxxx+
\ \tsclient \D\ Projects \4148_JD_6 \SWMP_DDP \Channel \JD6LDS_N_l.out
Input File: \ \tsclient \D \Projects \4148_JD_6 \SWMP_DDP \Channel \JD6LDS_N2.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= 109.153595 b= 2.732370 r'2= 0.992025 n =25
Q = aZ "b a= 12.013448 b =2.867 r'2= 0.985816 n =25
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 0.07 1.31 1.29 0.05 0.05 0.0407 0.059 0.71 0.05 0.13 0.54128
0.2 0.22 1.87 1.8 0.12 0.12 0.0407 0.045 1.63 0.36 0.3 0.817384
0.3 0.42 2.3 2.18 0.18 0.19 0.0407 0.038 2.54 1.08 0.47 1.013643
0.4 0.66 2.66 2.48 0.25 0.27 0.0407 0.035 3.34 2.2 0.63 1.143457
0.5 0.92 3.02 2.77 0.3 0.33 0.0407 0.034 4.04 3.72 0.77 1.236921
0.6 1.21 3.37 3.07 0.36 0.39 0.0407 0.033 4.67 5.66 0.91 1.310018
0.7 1.53 3.73 3.36 0.41 0.46 0.0407 0.032 5.25 8.05 1.04 1.370194
0.8 1.88 4.09 3.66 0.46 0.52 0.0407 0.031 5.79 10.9 1.17 1.421473
0.9 2.26 4.44 3.95 0.51 0.57 0.0407 0.03 6.3 14.26 1.29 1.466262
1 2.67 4.8 4.25 0.56 0.63 0.0407 0.03 6.78 18.13 1.41 1.506105
1.1 3.11 5.16 4.54 0.6 0.69 0.0407 0.03 7.24 22.56 1.53 1.54205
1.2 3.58 5.52 4.84 0.65 0.74 0.0407 0.029 7.69 27.55 1.65 1.574841
1.3 4.08 5.94 5.2 0.69 0.78 0.0407 0.029 8.06 32.91 1.75 1.603716
1.4 4.63 6.5 5.72 0.71 0.81 0.0407 0.029 8.31 38.49 1.81 1.628831
1.5 5.23 7.06 6.24 0.74 0.84 0.0407 0.029 8.59 44.9 1.88 1.65385
1.6 5.88 7.63 6.76 0.77 0.87 0.0407 0.028 8.88 52.2 1.96 1.678522
1.7 6.58 8.19 7.27 0.8 0.9 0.0407 0.028 9.19 60.43 2.04 1.702687
1.8 7.33 8.81 7.85 0.83 0.93 0.0407 0.028 9.46 69.36 2.11 1.725081
1.9 8.15 9.48 8.47 0.86 0.96 0.0407 0.028 9.72 79.21 2.18 1.746522
2 9.03 10.14 9.09 0.89 0.99 0.0407 0.028 10 90.24 2.26 1.767758
2.1 9.97 10.8 9.71 0.92 1.03 0.0407 0.028 10.28 102.5 2.34 1.788671
2.2 10.97 11.46 10.33 0.96 1.06 0.0407 0.028 10.58 116.06 2.43 1.80918
2.3 12.03 12.12 10.94 0.99 1.1 0.0407 0.027 10.88 130.95 2.52 1.829235
2.4 13.17 13.23 12.01 1 1.1 0.0407 0.027 10.94 144.17 2.53 1.841766
2.5 14.43 14.26 13.01 1.01 1.11 0.0407 0.027 11.09 160.05 2.57 1.856763
4148A.131028 Whetstone Associates