2017-02-03_PERMIT FILE - C1980004A ‎(11)‎

• Permit No: C1980004A
• IBM Index Class Name: Permit File
• Doc Date: 2/3/2017
• Section_Exhibit Name: Tables 4.2 to 4.5-28
• Media Type: D
• Archive: Yes

TABLE 4.2-14 FLOW RATING CHARTS McCLANE CANYON
/• SW-1
East Sak Creek Bridge ~ McClane From Barfield pg. 229 Q = 3.087 b h"1.5 where b =14 ft.
•
•
0.05 0.48 0.70 25.31 2.00 122.24 5.25 519.88
0.10 1.37 0.80 30.92 225 145.86 5.50 557.45
0.15 2.51 0.90 36.90 2.50 170.83 5.75 595.89
0.20 3.87 1.00 4322 2.75 197.09 6.00 635.17
025 5.40 1.10 49.86 3.00 224.57 6.25 675.28
0.30 7.10 1.20 56.81 3.25 253.22 6.50 71620
0.35 8.95 1.30 64.06 3.50 282.99 6.75 757.91
0.40 10.93 1.40 71.59 3.75 313.84 7.00 800.41
0.45 13.05 1.50 79.40 4.00 345.74 7.50 887.68
0.50 15.28 1.60 87.47 4.25 378.66 8.00 977.91
0.55 17.63 1.70 95.79 4.50 412.56 8.50 1071.01
0.60 20.09 1.80 104.37 4.75 447.41 9.00 1,166.89
0.65 22.65 1.90 113.19 5.00 483.19 9.50 1265.46
SW-8
East Salt Creek Bridge @ Munger From Bafield pg. 229 Q = 3.087 b h"1.5 where b =11 ft.

0.05 0.38 0.70 19.89 2.00 96.04 525 444.44
0.10 1.07 0.80 24.30 2.25 114.60 5.50 479.70
0.15 1.97 0.90 28.99 2.50 135.98 5.75 515.83
020 3.04 1.00 33.96 2.75 158.23 6.00 552.83
025 4.24 1.10 39.18 3.00 181.58 6.25 590.66
0.30 5.58 120 44.64 3.25 205.97 6.50 62325
0.35 7.03 1.30 50.33 3.50 231.36 6.75 666.60
0.40 8.59 1.40 56.25 3.75 257.71 7.00 710.89
0.45 10.25 1.50 62.38 4.00 264.99 7.50 802.21
0.50 12.01 1.60 68.72 425 312.70 8.00 897.06
0.55 13.85 1.70 7527 4.50 344.19 8.50 995.32
0.60 15.78 1.80 82.00 4.75 376.66 9.00 1,096.87
0.65 17.80 1.90 88.93 5.00 410.09 9.50 1201.62
SW-2
McClane Canyon SW-2 - 42 inch Diameter Culvert Based upon Manning Formula
1 0.12 9 11.93 17 40.81 26 83.47
2 0.51 10 14.73 18 45.17 28 92.89
3 1.22 11 17.80 19 49.83 30 101.8
4 2.23 12 21.10 20 54.49 32 110.0
5 3.56 13 24.66 21 5925 34 117.2
6 5.21 14 28.41 22 64.06 36 122.9
7 7.16 15 32.48 23 68.91 38 125.1
8 9.40 16 36.51 24 73.86 42 118.5
Mc
Volume 1
6-26-96