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 68
(e) JD -6 Mine UDS Profile P5
\ \tsclient \D\ Projects \4148_JD_6 \SWMP_DDP \Channel \JD6UDS_l.out
Input File: \ \tsclient \D\ Projects \4148_JD_6 \SWMP_DDP \Channel \JD6UDS_5.sec
Run Date: 06/12/13
Analysis Procedure: Hydraulics & Regression
Cross Section Number: 5
Resistance Method: Thorne and Zevenbergen
D84: 25.000 mm
Q = aR "b a= 160.697586 b= 2.508362 r "2= 0.994968 n =42
Q = aZ "b a= 27.947380 b =2.548 r "2= 0.979676 n =42
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 0.11 2.22 2.2 0.05 0.05 0.1027 0.065 1 0.11 0.32 0.7874
0.2 0.39 3.14 3.08 0.12 0.13 0.1027 0.044 2.67 1.04 0.79 1.3273
0.3 0.72 3.74 3.63 0.19 0.2 0.1027 0.038 4.19 3.03 1.24 1.6541
0.4 1.11 4.14 3.95 0.27 0.28 0.1027 0.035 5.65 6.24 1.71 1.8810
0.5 1.51 4.44 4.18 0.34 0.36 0.1027 0.033 6.98 10.56 2.18 2.0459
0.6 1.94 4.75 4.41 0.41 0.44 0.1027 0.032 8 17 15.86 2.62 2.1703
0.7 2.39 5.05 4.64 0.47 0.52 0.1027 0.031 9.25 22.14 3.04 2.2694
0.8 2.87 5.36 4.86 0.54 0.59 0.1027 0.031 10.24 29.38 3.43 2.3512
0.9 3.37 5.66 5.09 0.59 0.66 0.1027 0.030 11.17 37.59 3.81 2.4207
1 3.89 5.97 5.32 0.65 0.73 0.1027 0.030 12.03 46.76 4.17 2.4810
1.1 4.43 6.27 5.55 0.71 0.8 0.1027 0.029 12.85 56.92 4.53 2.5341
1.2 5.00 6.58 5.78 0.76 0.86 0.1027 0.029 13.62 68.07 4.87 2.5817
1.3 5.59 6.87 5.99 0.81 0.93 0.1027 0.029 14.38 80.34 5.21 2.6241
1.4 6.19 7.13 6.15 0.87 1.01 0.1027 0.029 15.15 93.82 5.57 2.6609
1.5 6.82 7.39 6.32 0.92 1.08 0.1027 0.028 15.88 108.25 5.91 2.6940
(0 JD -6 Mine UDS Profile P6
\ \tsclient \D \Projects \4148_JD_6 \SWMP_DDP \Channel \JD6UDS_l.out
Input File: \ \tsclient \D\ Projects \4148_JD_6 \SWMP_DDP \Channel \JD6UDS_6.sec
Run Date: 06/12/13
Analysis Procedure: Hydraulics & Regression
Cross Section Number: 6
Resistance Method: Thorne and Zevenbergen
D84: 25.000 mm
Q = aR"b a= 110.456032 b= 2.848960 r "2= 0.996759 n =56
Q = aZ "b a= 6.698027 b =2.891 r "2= 0.984782 n =56
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 0.02 0.44 0.39 0.04 0.05 0.0633 0.066 0.71 0.01 0.17 0.5605
0.2 0.08 0.87 0.77 0.09 0.1 0.0633 0.048 1.54 0.12 0.35 0.8585
0.3 0.17 1.31 1.16 0.13 0.15 0.0633 0.041 2.4 0.42 0.52 1.0927
0.4 0.3 1.65 1.44 0.18 0.21 0.0633 0.037 3.29 1 0.73 1.2622
0.5 0.46 1.99 1.71 0.23 0.27 0.0633 0.035 4.08 1.88 0.91 1.3842
0.6 0.65 2.33 1.99 0.28 0.33 0.0633 0.033 4.79 3.1 1.09 1.4800
0.7 0.86 2.67 2.26 0.32 0.38 0.0633 0.032 5.46 4.68 1.27 1.5595
0.8 1.1 3.01 2.53 0.36 0.43 0.0633 0.031 6.08 6.68 1.44 1.6276
0.9 1.36 3.35 2.8 0.41 0.49 0.0633 0.031 6.68 9.12 1.61 1.6874
1 1.66 3.65 3.02 0.45 0.55 0.0633 0.03 7.3 12.11 1.79 1.7387
1.1 1.97 3.92 3.21 0.5 0.61 0.0633 0.03 7.92 15.6 1.98 1.7819
1.2 2.3 4.2 3.39 0.55 0.68 0.0633 0.03 8.5 19.55 2.16 1.8198
1.3 2.65 4.47 3.57 0.59 0.74 0.0633 0.029 9.05 23.96 2.34 1.8535
1.4 3.01 4.74 3.76 0.64 0.8 0.0633 0.029 9.57 28.85 2.51 1.8840
1.5 3.4 5.02 3.94 0.68 0.86 0.0633 0.029 10.08 34.24 2.68 1.9120
1.6 3.8 5.29 4.12 0.72 0.92 0.0633 0.028 10.56 40.14 2.84 1.9377
1.7 4.22 5.56 4.31 0.76 0.98 0.0633 0.028 11.02 46.55 3 1.9617
1.8 4.66 5.84 4.49 0.8 1.04 0.0633 0.028 11.47 53.5 3.16 1.9842
1.9 5.12 6.11 4.67 0.84 1.1 0.0633 0.028 11.91 61 3.31 2.0053
2 5.6 6.38 4.86 0.88 1.15 0.0633 0.028 12.34 69.07 3.46 2.0253
2.1 6.09 6.66 5.04 0.92 1.21 0.0633 0.028 12.75 77.71 3.62 2.0442
2.2 6.61 6.93 5.23 0.95 1.26 0.0633 0.028 13.16 86.94 3.77 2.0623
2.3 7.14 7.2 5.41 0.99 1.32 0.0633 0.027 13.56 96.78 3.91 2.0796
4148A.131028 Whetstone Associates 6