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2017-02-03_PERMIT FILE - C1980004 (18)
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2017-02-03_PERMIT FILE - C1980004 (18)
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Last modified
7/13/2017 8:20:02 AM
Creation date
7/13/2017 8:18:29 AM
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DRMS Permit Index
Permit No
C1980004
IBM Index Class Name
Permit File
Doc Date
2/3/2017
Section_Exhibit Name
Appendix M Hydrologic Calculations
Media Type
D
Archive
No
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MCCLANE CREEK TEMPORARY DIVERSION <br />CHANNEL CROSS SECTION <br />2 Freeboard -F <br />Side Slope = Z = e/dFlow Depth - d <br />e <br />Base - B -- ► <br />FLOW CALCULATIONS FOR A 2 YEAR 24 HOUR STORM <br />REQUIRED CAPACITY = 15.25 CFS <br />Channel Depth - D <br />(From Table 4.2-10 Page 3) <br />STN <br />1 Elev. <br />Sloe <br />Diff. ft/ft 1 % <br />Manning <br />n <br />Base <br />B <br />Side <br />Slopes <br />Z <br />Flow <br />Depth <br />d <br />Flow <br />Area <br />A <br />Hyd. <br />Radius <br />R <br />velocity <br />v <br />Quantity <br />Channel <br />Depth <br />D <br />Freeboard <br />0 <br />15437.5 <br />50 <br />5436.1 <br />1.49 0.03 2.98 <br />0.035 <br />3.4 <br />0.667 <br />0.77 <br />3.013 <br />0.574 <br />5.07 <br />15.29 <br />3 <br />2.23 <br />100 <br />5435.1 <br />0.97 0.02 1.94 <br />0.035 <br />5 <br />0.664 <br />0.69 <br />3.766 <br />0.566 <br />4.06 <br />15.28 <br />2.5 <br />1.81 <br />150 <br />5433.8 <br />1.33 0.03 2.66 <br />0.035 <br />4 <br />0.515 <br />0.74 <br />3.242 <br />0.572 <br />4.79 <br />15.52 <br />4 <br />3.26 <br />200 <br />5431.6 <br />2.20 0.04 4.40 <br />0.035 <br />3.5 <br />1.730 <br />0.62 <br />2.835 <br />0.474 <br />5.43 <br />15.40 <br />2 <br />1.38 <br />210 <br />5429.8 <br />1.75 0.18 17.50 <br />0.035 <br />1 3 <br />1.333 <br />0.47 <br />1.705 <br />0.373 <br />9.23 <br />15.74 <br />3.6 <br />3.13 <br />250 <br />5428.4 <br />1.42 0.04 3.55 <br />0.035 <br />1 3.6 <br />1.642 <br />0.65 <br />3.034 <br />0.497 <br />5.04 <br />15.28 <br />2.6 <br />1.95 <br />280 <br />5424.8 <br />3.58 0.12 11.93 <br />0.035 <br />3 <br />1.117 <br />0.53 <br />1.904 <br />0.415 <br />8.18 <br />15.57 <br />3 <br />2.47 <br />300 <br />5421.2 <br />3.59 0.18 17.95 <br />0.035 <br />5 <br />0.600 <br />0.36 <br />1.878 <br />0.322 <br />8.47 <br />15.90 <br />3 <br />2.64 <br />350 <br />15417.3 <br />3.93 0.08J 7.86 <br />0.035 <br />3 <br />0.750 <br />0.62 <br />2.148 <br />0.472 <br />7.24 <br />15.55 <br />4 <br />3.38 <br />400 <br />5416.3 <br />0.97 0.02 1.94 <br />0.035 <br />2 <br />0.568 <br />1.23 <br />3.319 <br />0.687 <br />4.62 <br />15.32 <br />4 <br />2.77 <br />450 <br />5414.9 <br />1.46 0.03 2.92 <br />0.035 <br />2.8 <br />0.435 <br />0.92 <br />2.944 <br />0.613 <br />5.25 <br />15.45 <br />4.6 <br />3.68 <br />500 <br />5413.2 <br />1.66 0.03 3.32 <br />0.035 <br />2 <br />0.556 <br />1.06 <br />2.744 <br />0.620 <br />5.64 <br />15.48 <br />4.5 <br />3.44 <br />520 <br />5407.8 <br />5.43 0.27 27.15 <br />0.035 <br />6 <br />0.667 <br />0.28 <br />11.732 <br />0.260 <br />9.03 <br />115.64 <br />3.5 <br />3.22 <br />550 <br />5405.1 <br />2.68 0.09 8.93 <br />0.035 <br />5 <br />0.640 <br />0.44 <br />12.324 <br />0.384 <br />6.73 <br />115.63 <br />9 <br />8.56 <br />Mc Vol III Page M - 7 10-13-97 <br />
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